consec 2016 · 2016. 9. 1. · you to consec 2016 in beautiful lecco, italy. among us are nearly...

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CONSEC 2016Politecnico di Milano12-14 September 2016Lecco, Lake Como, Italy

8th International Conference on Concrete Under Severe Conditions-Environment & Loading

FINAL PROGRAMME

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8th International Conference on Concrete UnderSevere Conditions - Environment & Loading

FINAL PROGRAMME

12 - 14 September 2016Lecco, Italy

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Contents

Welcome...............................................................................................5

Message from the Steering Board................................................................6

Commitees.............................................................................................7

Plenary Lecturers..........................................................................................9

Conference Information.............................................................................10

Map of the city...........................................................................................12

Map of the campus....................................................................................13

Social events..............................................................................................16

Schematic programme..............................................................................18

Detailed technical programme.................................................................20

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Welcome to CONSEC 2016On the behalf of the Organizing and the Scientific Committee of the 8th

international conference on concrete under severe conditions-environ-ment & loading (CONSEC 2016), it is our pleasure to welcome you in Lecco.Thank you for attending CONSEC 2016 which is organized by Politecnico di Mi-lano in cooperation with CTE (Italian Council for Building Industrialization) and is supported by both fib (The International Federation for Structural Concrete) and Rilem (The International Union of Laboratories and Experts in Construction Materials, Systems and Structures).

CONSEC conference has come to the 8th edition: Sapporo (Japan, 1995), Tromsø (Norway, 1998), Vancouver (Canada, 2001), Seoul (Korea, 2004), Tours (France, 2007), Merida (Mexico, 2010) and Nanjing (China, 2013) guested before this suc-cessfull event.

The CONSEC16 proceedings contain over 150 high quality peer-reviewed scienti-fic papers aligned to the main topics of CONSEC tradition.

During the preparation of this edition, two members of the Steering Board, Eric Moreno and Odd E. Gjørv, passed away. They significantly contributed to the research investigation on durability of concrete and to the development of this scientific event: the proceedings are dedicated to them. The conference is ope-ned by a special session in their memory, to highlight their lesson and to witness the heritage left us, aimed at producing better concrete under severe conditions.

We would like to thank the Steering Board of CONSEC for the invitation to orga-nize CONSEC 2016 at Politecnico di Milano and the Sponsors - Bekaert, Controls, Cervenka Consulting, PermeaTORR, Arup, Basf and Gavazzi for the financial sup-port that contributed significantly to the quality of the services chosen for the Conference. The work of the Scientific Committee has been sincerely apprecia-ted. We would like also to express our gratitude to all the authors for their va-luable contributions and all the partecipants for their interest in the Conference.

We hope that all of you will enjoy CONSEC 2016 and have a pleasant and fruitful stay in Lecco.

Matteo Colombo (Chair of Organizing Committee)

Marco di Prisco (Chair of the Scientific Committee)

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Message from the Steering BoardCivil infrastructure remains a vital component of any country’s socio-economic progress. This includes the water, energy, communications and transportation infrastructure we rely on and the commercial, industrial, institutional and resi-dential buildings we routinely use. Around the globe we currently have a record $3.8 trillion invested in various construction projects with $800 billion invested in the US alone. Along with its immense economic promise, the construction sector faces huge sustainability challenges. The carbon footprint of the sector remains uncomfor-tably high and is growing rapidly. A major contributor to green-house gases is the lack of durability in our structures that deteriorate rapidly and get replaced too often requiring huge material resources. A fail-safe way to reduce the carbon fo-ot-print of our structures is to ensure that they are durable, fully functional, safe, and provide a long service life. Since its inception in Japan in 1995, and the continuing successes in Norway, Canada, Korea, France, Mexico and China, CONSEC conferences have become a cherished tradition in all prominent ‘concrete’ circles. CONSEC Proceedings re-main some of the most cited literary archives. On behalf of the CONSEC Steering Board, it gives me a great pleasure to welcome you to CONSEC 2016 in beautiful Lecco, Italy. Among us are nearly 200 participan-ts from 41 countries who will present 160 peer-reviewed papers over the next three days. Steering Board would like to take the opportunity to thank Professors Marco di Prisco and Matteo Colombo for their dedicated service as the Chairs of CON-SEC2016, to their Organizational Team for their countless hours of assistance, to the many reviewers who so generously gave their time to ensure scientific accu-racy of the papers, and to the generous sponsors for their unstinting support to see CONSEC2016 succeed. Finally, I would be remiss if I did not express my deepest commiserations for our two dear departed friends Odd Gjørv and Eric Moreno. These luminaries con-tributed immensely to the advancement of CONSEC, for which we shall remain indebted forever. Respectfully,

Nemkumar (Nemy) Banthia(Chairman of CONSEC Steering Board)

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Steering Board

Koji Sakai (honorary chair)Nemkumar Banthia (chair)P. Castro-BorgesO. E. Gjørv*Z. Li

C. MiaoE. I. Moreno*B. Hwan Oh

F. Toutlemonde

* Eric and Odd died during the preparation of the conference, leaving a void in all who had the good fortune to know them. A special session is organized to remember their special contribution to our Scientific Com-munity

Organizing Committee

Matteo Colombo (chair)Francois Toutlemonde (co-chair)Paolo Martinelli (vice-chair)P. BamonteB. BellettiF. BolzoniD. Coronelli

G. Di Luzio M. di PriscoR. FelicettiL. Ferrara

A. Meda G. MetelliG. MuciacciaZ. Rinaldi

A. Saetta

Advisory Committee

Pietro Gambarova (chair)G.L. BalázsP.A.M. BasheerA. BenturL. BertoliniH. BeushausenK. Van BreugelL. Cedolin

F. DehnE.P. Figueiredo S. Foster D. HootonG. ManciniR. MelchersH. Mueller

J. NiwaT. NoguchiH.W. ReinhardtY. SatoS. P. ShahF. H. WittmannD. Yankelevsky

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Scientific CommitteeMarco di Prisco (chair)Nemkumar Banthia (co-chair)Christopher K.Y Leung (co-chair)Roberto Felicetti (vice-chair)M. AielloC. AndradeT. AyanoM. AzenhaM. Baluch V. Baroghel-BounyJ. BarrosV. BindiganavileF. BiondiniL. BisbyM. BoulfizaE. CadoniM. CarsanaP. Castro-BorgesT. ChaussadentC. ComiP. Dangla G. De SchutterE. FairbairnJ.M. FranssenK. FujikakeD. Galeota

M.Gamboa-MarrufoX.L. GuH. HamadaD. HordijkT. IshidaS. JacobsenY. KatoK. KawaiM.I. KhanV. KodurK. KovlerW. KusterleL. La MendolaZ. LiL. MaldonadoP.G. MalerbaG. ManfrediS.K. ManjrekarB. MengP. MontesE.I. Moreno

B.H. OhI.R.PascuM. PecceV. PenttalaG. PlizzariP. RivaG. RosatiV. SaoumaM. SavoiaA. SellierS. SheikhS. Staquet L.P. TangR. Toledo FilhoJ.M. TorrentiA.A. Torres-AcostaF. ToutlemondeT. TriantafillouY. YaoG. YeM.H.Zhang

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Plenary Lecturers

Nemkumar BanthiaDepartment of Civil Engineering, University of Briti-sh Columbia - Canada

P. Castro BorgesCentro de Investigación y Estudios Avanzados (CINVESTAV-Mérida), Yucatán, México

Nico HerrmannMaterials Testing and Research Institute MPA Karl-sruhe, Karlsruhe Institute of Technology (KIT), Ger-many

Surendra P. ShahDepartment of Civil & Environmental Engineering - Northwestern University, Chicago, USA

F. WittmannAedificat Institute Freiburg, Freiburg, Germany

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CONFERENCE INFORMATIONReception and accreditationThe registration at the conference will be possible starting from Sunday 11 evening during the Ice Breaking welcome. In this case a desk will be placed at the Ice Breaking venue to handle the registration. The registration desk will be also available during all the duration of the conference at the en-trance of Hall A of the Politecnico di Milano - Lecco Campus. The attendees will be required to register with the appropriate credentials an will receive all the documentation including vouchers for meals, coffee break, banquet and social event.The registration pack include a printed version of the proceedings and a final programme.The registration desk is open every day from 8.30 to 17.30.

Organization of the SessionsThe opening cerimony, plenary sessions and closing cerimony will be held in the Aula Magna (A0.1) of the Lecco Campus of Politecnico di Milano. This room is located at the ground floor close to the entrance.The same room will be used for one of the three parallel session while the remaining two will be held in rooms A1.1 and A1.2 at the first floor of the same building.At the end of the first day a concert of classical music will be offered at conference partecipants at the Lecco Cathedral San Nicolò. The conference banquet will be on Tuesday evening.

Presentation and Instructions for AuthorsThe presentation will be accepted in PowePoint or pdf format. The spea-kers should upload their presentation files directly in the room where they are going to present. The presentations must be upload not later than 1 hour before the beginning of the corresponding session. Members of con-ference staff will assist authors in this procedure.In order to facilitate the organization of each session, Chairman and lectu-rers should meet in the session room 15 minutes before the starting time of the session.The lecturers are required to respect the assigned time. To each regular presentation will be assigned 20 minutes (15 for presen-tation and 5 for discussion).

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Internet AccessItalian regulation asks the identification with a document for those con-necting to pubblic administration network as that of Politecnino di Milano. For this reason, if you are not yet registered, we kindly ask you to go to the Help Desk for the registration where the staff will provide your personal credentials to access the wi-fi.

Conference venueThe conference will be held at Polo di Lecco that is one of se-ven international campuses of the Politecnico di Milano. Ever since 2006, year in which the Master Programmes in English were first introduced, the pre-sence of international studentshas steadily increased. In the first seven years of these programmes, a to-tal of 621 students from all over the world have participated.Today, 19% of the entire student population who lives and studies in Lecco, and which amounts to more than 1,600, are foreign students. This con-stant growth rate seems to predict greater international participation in the near future.Consequently, our campus is a multicultural platform where students can practice and improve their knowledge of English as well as develop long-lasting friendships with others from diverse linguistic and ethnic backgrounds.Polo di Lecco have a brand new university campus: 40,000 m2 dedicated to instruction, research and student services. This means modern classro-oms where innovative teaching can take place, “state-of-the-arts” labs, and on-campus living space for 204 international and non-resident in Lec-co students.

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Map of the cityIn this map are higligthed all the main place of interest: Train Station, Con-ference Venue, the San Nicolò Cathedral where the concert will be held and the NH Hotel where the Ice Breaking will take place.

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Map of the Politecnico di Milano - Lecco CampusThe conference is held at Lecco Campus of Politecnico di Milano in Building 10 (Rooms A). The campus has 2 entrances: one from Via A. Ghislanzoni e one from Via G. Previati

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SOCIAL EVENTSIce Breaking - NH Hotel Ponte Vecchio (Via Azzone Visconti 84)Sunday 11th Sept. - 18.00 Meeting directly at NH Hotel (see Map of the city)On Sunday evening an Ice Breaking will allow all the conference partecipants to meet and send some time together befor the beginning of the conference. Du-ring the Ice Breaking the Conference registration will be open giving the possibi-lity to collect proceedings and all the material.

Classical music concert at Lecco San Nicolò CathedralMonday 12th Sept. - 21.00 Meeting directly at Basilica (see Map of the city)Conference participants will have the opportunity to attend a classical music con-cert that will be held in the beautiful Basilica of San Nicolò. The church is an ancient Romanesque Basilica of the 11th century and is dedicated to the saint patron of sailors. The church was then enlarged in the following three centuries. After a long period of raids and damage, the 17th century marked a time of great revival. The décor was restored and new furnishing added. Between 1830 and 1862, the architect Giuseppe Bovara gave the building its present neoclassical appearance. Nowadays the church contains 17th century furniture, a baptismal font of 1596, Romanesque parts of the 11th century and a chapel decorated with stories of St. Anthony (dated late 14th century).

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In 1902-1904 Giovanni Ceruti designed the neo-gothic bell tower, which was erected on the base of one of the towers of the medieval walls. The tower rises

over the city with its 96 meters and is its undisputed symbol.

Conference Banquet in Medieval CastleTuesday 13th Sept. - 19.30 bus pick up at conference venueThe conference banquet will be held on Thusday evening in the atmosphere of an old medieval castle.

The building was expanded in 1200 and the court lost its characteristic central structure. The most ancient remains of the center are still visible in the facade that faces the cemetery. It originally consisted of four aligned buildings built on two levels, plus a basement, a tower, a wall bordering the Castle and the Church.

It is said that the construction of this Castle was desired by Cardinal Beltramino, who was the most influential character of the Parravicini family alive during the first half of the sixteenth century. However, a document from the parish archives refers to the birth of Beltramino taking place inside the Castle, leaving us to belie-ve that it was not he who founded the castle, but rather the one that restored it and brought it to splendor.

The actual founding date goes back to 900 AD when a military outpost arose on the plateau, in which two vaulted entrances led to the square center, and inside the court there was a well. First floor and square tower dates back to 1100.

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Room A0.1 Room A1.1 Room A1.2

8.45 – 9.15 Introduction (A0.1)

9.15 - 9.25 Welcome from the Stearing Board (A0.1)

9.25 – 9.55 Memory of Odd by S. Shah (A0.1)

9.55 – 10.25 Memory of Eric by P. Castro Borges (A0.1)

10.25 – 10.50 Keynote dedicated to Odd and Eric by N. Banthia (A0.1)

10.50 – 11.20 Coffee Break

11.20 – 13.00 Durability 1 Repair 1 Sever Env. 1

13.00 – 14.20 Lunch

14.20 – 16.30 Durability 2 Repair 2 Early age


16.50 – 18.10 Special Conc. 1 Emerg. fields 1 New Design1

21.00 - 22.30 Concert at San Nicolò Basilica

SCHEMATIC PROGRAMMESession name legend:Early age = Hydration and early age concrete propertiesSevere Env. = Performance of concrete under severe environment and loadingNew Design = New design concepts and methods for long-term performance, robustness with respect to loading hazards and sustainability of concrete structuresSpecial Conc. = New and special concrete for (ultra-) severe conditionsRepair = Repair and strengthening of under-performing structuresEmerg. fields= Emerging fields and newly developed techniquesDurability = Session in Memory of Eric Moreno and Odd E. Gjørv: Durability of Concrete StructuresNuclear = Special Session: Assessment of Nuclear Containment Vessels in Severe Condi-tionsHigh Temp. = Session in Honor of 75th birthday of Prof. Pietro Gambarova: Concrete Behavior at High Temperatures

Sunday - Sept. 11

Monday - Sept. 12

18.30 - 20.30 ICE BREAKING (NH Hotel Ponte Vecchio)

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Tuesday - Sept. 13


9.00 – 9.40 Keynote by F. Wittmann (A0.1)

9.40 – 11.00 High Temp. 1 New Design 2 Emerg. fields 2


11.30 – 13.10 High Temp. 2 New Design 3 Special Conc. 2

13.10 – 14.30 Lunch




19.30 - 24.00 Conference Banquet

Wednesday - Sept. 14


8.40 – 9.20 Keynote by N. Herrmann (A0.1)

9.20 – 10.40 Nuclear 1 New Design 6 Severe Env. 2


11.10 – 13.10 Nuclear 2 New Design 7 Severe Env. 3

13.10 – 14.30 Lunch

14.30 – 16.10 Emerg. fields 3 Special Conc. 5 Severe Env. 4


16.40 – 18.00 Emerg. fields 4 Special Conc. 6

18.00 -18.30 Conclusion

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8.00 - 8.45 Registration

8.45 - 9.25 Open Cerimony - Room A0.1

9.25 - 10.50 Plenary Session Room A0.1Chair: di Prisco

Memory of OddS. Shah

Memory of EricP. Castro Borges

Keynote in memory of Odd and Eric: Sustainable Infrastructure with Smart Materials, Digital Monikers and Sensorial NetworksN. Banthia

10.50 - 11.20 Coffee Break

11.20 - 13.00 Technical sessions

Session in Memory of Eric Moreno and Odd E. Gjørv: Durability of Concrete Structures 1

Room A0.1 - Chairmen: BanthiaAndrade

Monday, September 12

Quality Control and Quality Assurance for Concrete DurabilityO.E. Gjorv + (p. 76)

Concrete Carbonation in Mexico and Spain: DURACON Project, Four Year EvaluationE.I. Moreno+, A. Torres-Acosta et al. (p.12)

Effect of w/cm and composition on correlations of Concrete Electrical Resistivity and Chloride Migration CoefficientsF.P. Moreno (p. 21)

The assessment of flexural and shear strength of r/c members with chloride attackD. Coronelli, R. Francois, H. Dang, Z. Wenjun (p. 29)

Evaluation of additional protection methods to control reinforcement corrosionF. Bolzoni, S. Beretta, A. Brenna, M.V. Diamanti, L. Lazzari, M. Ormellese, M.P. Pede-ferri (p. 37)

DETAILED TECHNICAL PROGRAMME

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Repair and Strengthening of Underperforming Structures 1

Room A1.1 - Chairmen: OhRinaldi

Examination of the alkali silica reaction on existing roads with use of cements with different alkali equivalentM. Schneider, A. Siegfried, A. Buchegger (p. 950)

Safety assessment of existing reinforced concrete beams using probabilistic methods at different levelsA. Roy, S. Robuschi, M.A.N. Hendriks, B. Belletti (p. 958)

Seismic performance of a concrete highway tunnel using a concrete damage plasticity modelJ. M. Dulinska, I. Murzyn (p.966)

Strengthening of a bridge pier with HPC: modeling of restrained shrinkage crackingA. Reggia, S. Sgobba, F. Macobatti, C. Zanotti, F. Minelli, G. Plizzari (p. 1027)

Performance of Concrete Under Severe Envi-ronment and Loading 1

Room A1.2 - Chairmen: Li ShuguangBolzoni

Risk of Delayed Ettringite Formation in concrete heated at a mature stage: Experi-mental quantitative evidenceF. Toutlemonde, B. Kchakech, R.-P. Martin, O. Omikrine-Metalssi (p. 287)

Effects of Water Cement Ratio on Concrete Sulfate Corrosion rateJ.-M. Du, X.-L. Han, Z.-T.Li, G. Li, Y.-S. Ji (p. 295)

Degradation of concrete structures due to external sulfate attackN. Cefis, C. Comi (p. 310)

Durability of Concrete under Combined Exposure Conditions of Chlorides and SulfatesK.J. In, Y. R. Jiang, S.H. Jung, M.K. Lee, S.W. Yoo, B.H. Oh (p. 319)

Mechanical Properties of Concrete in Compression Exposed to Sulfuric AcidM. Hasan, S. Husin, C. Nursaniah (p. 302)

CONSEC2016 - Monday 12

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13.00 -14.20 Lunch offered by Bekaert


Session in Memory of Eric Moreno and Odd E. Gjørv: Durability of Concrete Structures 2

Room A0.1 - Chairmen: ShahCastro-Borges

Rebar corrosion behavior in concrete wiht portland cement, blended cement with slag and alkali activated slagD. Nieves-Mendoza, F.R. Vazquez-Leal, E. Maldonado-Bandala, D. Vazquez-Obregon, J.I. Escalante-Garcia ( Suppl. Papers p. 76)

Development of a new concrete marine exposure site on the arabian gulf-east coast of Saudi ArabiaA.A. El Fattah (p. 45)

Preliminary assessment of durability of sustainable RC structures with mixed-in se-awater and stainless steel reinforcementF. Lollini, M. Carsana, M. Gastaldi, E. Redaelli, L. Bertolini , A. Nanni (p. 52)

Electrochemical tests for the determination of the critial chloride threshold of steel in concrete with blended cementsF. Lollini, E. Redaelli, L. Bertolini (p. 60)

Bond and corrosion: experimental studiesA. Cesetti, G. Mancini, F. Tondolo (p. 84)

Macrocell corrosion formation in concrete patch repairs - A laboratory studyE. Choorackal Avirachan, O. Nanayakkara, J. Xia, S. W Jones (p. 68)

Repair and Strengthening of Underperforming Structures 2

Room A1.1 - Chairmen: PlizzariComi

Resistance of Reinforced Concrete Frames with Masonry Infill Walls to In-Plane Verti-cal LoadingA. Brodsky , D. Z. Yankelevsky (p. 982)

Printability of Magnesium Potassium Phosphate Cement with Different Mixing Pro-portion for Repairing Concrete Structure in Severe Environment.Y. Fu, X. Cao, Z. Li (p. 989)

Influence of embedded through section connectors on the behavior of a new stren-gthening technique for concrete structuresT. Valente, D. Colarusso, M. Pecce, F. Ceroni, J. Barros (p. 996)


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Numerical modelling of corroded RC columns repaired with high performance fiber reinforced concrete jacketF. Di Carlo, A. Meda, Z. Rinaldi (p. 1004)

Axial Compression Capacity of Shear-damaged Reinforced Concrete Columns and Lashing Belt Prestressing K. Nakada, K. Masaaki, Y. Dong, L. Yu (p. 1012)

Experimental study on the seismic behaviour of an innovative hybrid concrete con-nection used as thermal break systemG. Le Bloa, H. Somja, F. Palas (p. 1019)

Hydration and Early Age Concrete PropertiesRoom A1.2 - Chairmen: WittmannZhao

Experimental Study on Chloride diffusion, strength and fresh properties of Ion-Exchange resin mixed groutO. Sanada, H. Mitsuyoshi, Y. Luan, A. Sumida (p. 436)

Effect of Internal Activation Using Porous Ceramic Aggregate on Hardness and Pore Structure of Fly Ash Cement PasteK. Ootaishi, P. Trinh Bui, Y. Ogawa, K. Kawai (p. 95)

Assessing viscoelastic properties of concrete during its early ages through forced dynamic excitation of test beamsJ.L. Granja, M. Azenha (p. 103)

Drying of recycled aggregate concrete: plastica shrinkage, cracking sensitivity and durabilityA.Z. Bendimerad, E. Roziere, A. Loukili (p. 111)

Influence of curing temperature on strength development of concreteT. Aarre, M. Kaasgaard (p. 118)

Design of massive casting controlling early age properties of concreteG. Bertagnoli, D. La Mazza, G. Mancini, F. Tondolo (p. 126)


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New and Special Concrete for Severe and Ultra Severe Conditions 1

Room A0.1 - Chairmen: FerraraToutlemonde

Water Transport Properties and Depth of Chloride Penetration in Ultra High Perfor-mance ConcreteD. Dobias, R. Pernicova, T. Mandlik (p. 137)

Autogenous shrinkage in High Performance Concrete with chemical admixturesJ. Anette Canul Polanco, A. Dura¡n Herrera ,P.L. Valdez Tamez (p. 143)

High Stiffness Concrete for Tall Buildings under Severe Conditions: Mix Design and Structural Member TestT. Fan, Z. Li (p. 150)

Material properties of Ultra-High Performance Concrete in extreme conditionsD. Citek, M. Rydval, S. Rehacek, J. Kolisko (p. 157)

Emerging Fields and Newly Developed Techni-ques 1

Room A1.1 - Chairmen: LanosMutsuyoushi

Evaluating sulphate resistance of cement-based systems by suplhate content determi-nation after exposureV. Bindiganavile, C. Ou, Z. Chen, Y. Boluk (p. 1037)

Advanced external sulfate attack testing and performance specifications: different sample geometries testingG. Massaad, E. Roziere, A. Loukili, L Izoret (p. 1045)

Freezing-thawing damage evaluation for concrete by panoramic microcrack analysisS. Li, G. Chen, G. Ji (Suppl. Papers p. 54)

Effect of Rapid Hardening Cement and Setting Accelerator on the Freeze-Thaw Dura-bility of Fly Ash ConcreteA. Badr, S. Ioannou, H. Al Maroof (p. 343)


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New Design Concepts and Methods for Long-Term Perform., Robustness with Respect to Lo-ading Hazards and Sustainab. of Conc. Struct. 1

Room A1.2 - Chairmen: SchneiderRosati

The quest for absolute concrete durability performance criteriaG. De Schutter (p. 599)

Achieving Concrete Durability in Chloride ExposuresD. Hooton (p. 607)

Durability Modeling for Enhancing the Service Life of a Building Constructed on a Reclaimed Land in the SeaM. Rahman, M. Ibrahim, Z. Al-Omran, M. S. Barry, F. Al-Nahdi (p. 622)

Utilization of fabric formwork for improving the durability of concrete from supersul-fated cementS. Ioannou, A. Badr, K. Kostova, K. Paine, T. Ibel (p. 615)


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Tuesday, September 13

9.00 - 9.40 Plenary SessionRoom A0.1Chair: Reinhardt

Influence of mechanical stress in combination with environmental actions on service life of reinforced concrete structures.F. Wittmann (p. 638)


Session in Honor of 75th Birthday of Prof. Pietro Gambarova: Concrete Behavior at High Temperatures 1

Room A0.1 - Chairmen: ToutlemondeFelicetti

Mechanical Behavior and Recovery of FRC after High Temperature ExposureA.H. Akca, N. Ozyurt Zihnioglu (p. 457)

Effects of mix proportion on the strength and elasticity of concrete subjected to high temperatures up to 800°C H. Nishi, H. Kasami, T. Tayama (p. 472)

Fibre cocktail to improve fire resistanceG.L. Balazs, O. Czoboly (p. 480)

Mechanical properties and damage evolution of siliceous concrete subjected to ele-vated temperaturesH.-Y. Chu, J.-Y. Jiang, W. Sun, M. Zhang (p. 488)


Room A1.1 - Chairmen: HerrmannReinhardt

Evaluation of Water Permeability in Fibre Reinforced Hydraulic lime mortar intended for ConservationV. Bindiganavile. M.T. Islam, N. Suresh (p. 630)

Siloxanes in concrete: from manual application of water-proofing treatments to mix-design addition for concrete hydrophobicityL. Ferrara, A. Pattarini (p. 263)

Drying depth and size effect on long-term behavior of concreteH. Samouh, E. Roziere, A. Loukili (p. 645)

Deterioration of concrete immersed in sulfuric acid for a long termK. Tsubone, Y. Yamaguchi, Y. Ogawa, K. Kawai (p. 659)

CONSEC2016 - Tuesday 13

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Room A1.2 - Chairmen: TorrentiSonoda

Passive bahaviour of new alloy corrosion resistant steel Cr10Mo1 in simulating con-crete pore solutions with different chloride contentsZ.Y. Ai, J .Y. Jiang, W. Sun, H. Ma, J.C. Zhang, D. Song (p. 1053)

Molecular Dynamics Study of the Interaction of C-S-H and Chloride IonsY. Zhou, G. Xu (p. 1061)

Numerical simulation of self-healing process and its applicationG. Di Luzio, V. Krelani, L. Ferrara (Suppl. Papers p. 38)

Accelerated biodeterioration test for the study of cementitious materials in sewer networks: experimental and modelingA. Grandclerc, M. Gueguen-Minerbe , I. Nour, P. Dangla, T. Chaussadent (p. 1069)




Room A0.1 - Chairmen: BalazsPesavento

Mechanical poperties of oven-dryed mortar exposed to high temperature considering different raw materialO. Rongviriyapanich, Y. Sato, W. Pansuk (p. 504)

Crack Growth Resistance in Fibre Reinforced Geopolymer Concrete Exposed to Sustai-ned Extreme TemperaturesV. Bindiganavile, J. Goncalves, Y. Boluk (p. 511)

Effects of Exposure Term on the Strength and Elasticity of Concrete Subjected to Ele-vated Temperatures up to 175°CK. Matsuzawa, Y. Kitsutaka, M. Abe, H. Kasami , T. Tayama, H. Nishi (p. 519)

Load induced thermal strains in Steel Fibre Reinforced Concrete subjected to uniaxial compressionT. Buttignol, M. Colombo, M. di Prisco (p. 525)

Concrete Fire Testing - A review of the thermal boundary conditionsC. Maluk (p. 496)


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Room A1.1 - Chairmen: BrodskyDi Luzio

Strength and deformation properties of alkali-silica reaction (ASR) damaged concrete exposed to external alkalisO. Mielich., H.-W. Reinhardt, H. Ozkan (p. 665)

Experimental Study on Effects of Fatigue Loading History on Bond Behavior between Steel Bars and ConcreteZ. Ye, W. Zhang, Y. Hu, X. Gu (p. 673)

Cracking analysis of FRC beams under sustained long-term loadingL. Candido, F. Micelli, E. Vasanelli, M.A. Aiello, G. Plizzari (p. 844)

Cyclic behavior of composite truss beam-to-rc column joints in MRFSP. Colajanni, L. La Mendola, A. Monaco, N. Spinella (p. 681)

Performance of fibre reinforced concrete structures - modeling of damage and relia-bilityR. Pukl, T. Sajdlova, J. Cervenka, V. Cervenka (p. 690)


Room A1.2 - Chairmen: GambarovaZhou

Impact Properties of Hemp Fibre Reinforced Cementitious CompositesX. Zhou, R. Madanipour, S. Ghaffar (p. 163)

Ultra High Performance Fiber Reinforced Concrete behavior under static and high velocity impactC. Pontiroli, B. Erzar, E. Buzaud (p. 171)

The influence of steel fibers on the dynamic response of self-compacting concreteT. Kuehn, M. Pajak (p. 179)

Resistance of Fiber-Reinforced High-Strength Concretes and strain hardening cement composites to High Velocity Projectile ImpactM.H Zhang, H.T. Nam Le, S. Wang. L. Hien Poh, H. Feng (Suppl. Papers p.31)

Corrosion effects on pullout behavior of hooked steel fibers in self-compacting con-creteC. Frazao, J. Barros, A. Camoes, A. Alves, L. Rocha (Suppl. Papers p.23)


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13.10 - 14.30 Lunch



Room A0.1 - Chairmen: BindiganavilleBamonte

Degradation of reinforced concrete structures of aluminum electrolisis plants subjected to elevated temprature and cyclic loadH. Kasami, T. Tayama (p. 533)

Concrete permeability and explosive spalling in fireF. Lu, M. Fontana (p. 541)

Fire Spalling Behaviour of Concrete: Role of Mechanical Loading (Uniaxial and Biaxial) and Cement TypeM.J. Miah, F. Lo Monte, R. Felicetti, H. Carré, P. Pimienta, C. La Borderie (p. 549)

Concrete exposed to fire: from fire scenario to structural responseF. Pesavento, M. Pachera, P. Brunello, B. Schrefler (p. 556)

Fire performance of columns made of normal and high strength concrete: ve analysisT. Gernay (p. 564)


Room A1.1 - Chairmen: WendnerHooton

Compressive membrane action effects on punching strength of flat rc slabsR. Cantone, B. Belletti, L. Manelli, A. Muttoni (p. 698)

Design Issues About The Bar Lay-Out At The Dapped Ends Of Simply-Supported One-Way R/C SlabsP. Gambarova, F. Lo Monte (p. 706)

Alkali-Silica Reaction in Concrete PavementsK. Voland, F. Weise, B. Meng (p. 714)

Modelling the swelling due to delayed ettringite formation - Application to a real bridgeO. Omikrine Meralssi, B. Kchakech, S. Lavaud, B. Godart (p. 722)

Recycled Concrete Mixes for Slip-form Paving of Roads and AirportsM. Crispino, E. Toraldo, F. Giustozzi , E. Mariani (p. 730)


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Room A1.2 - Chairmen: CervenkaKarinski

Effect of fiber type and fiber hybrids on strain-hardening and multiple cracking pro-perties of the ultra-high performance cementitious composites under uniaxial loadsL. Guo, L. Dong-Yi (p. 187)

Multi-scale characterization of corrosion initiation of preloaded hybrid fiber-reinfor-ced concrete compositesW. Nguyen, J. Duncan, P.J.M. Monteiro, C. Ostertag (p. 195)

Durability of lightweight slurries for oilwell cementingV. K.C.B.L.M. Balthar, R.D. Toledo Filho, E.d.M. Rego Fairbairn, C.R. de Miranda (p. 203)

Bond properties in Lightweight Self-Compacting ConcreteG. Muciaccia, G. Rosati (p. 211)

Evaluation of the Mechanical Properties of Self-compacting Lightweight Concrete Exposed to Wet and Dry Cycles in SaltwaterS. Yehia, S. Farrag (p. 218)




Room A0.1 - Chairmen: FairbahnSonoda

Statistical Comparison of the Results of Applying Several Methods in Checking Con-crete Columns’ Fire ResistanceM.A. Barros Ramalho, M. Chichorro Gonzalves (p. 572)

On the structural behaviour of reinforced concrete walls exposed to fireP. Bamonte, R. Felicetti , N. Kalaba, F. Lo Monte, N. Pinoteau, M.J. Miah, P. Pimienta (p. 580)

Modelling the Response of Simply-Supported Two-Way Reinforced Concrete Slabs Exposed to FireM.E. Baharudin, L.A.Bisby, T. Stratford (p. 588)

Fire behavior of sandwich panels for roofing applicationsM.C. Rampini, G. Zani, M. Colombo, M.di Prisco (p. 775)


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Room A1.1 - Chairmen: VecchioBelletti

Performance assessment of precast RC flooring units exposed 40 years in aggressive industrial environmentR. Pascu, D.P. Georgescu, A. Apostu (p. 737)

Impact resistant behavior of RC beam damaged by freeze-thaw actionY. Kurinashi, M. Mizuta, A. Shimata, N. Kishi (p. 745)

An experimental study on carbonation in the tensile zone of fatigue-damaged plain concrete beamsC. Jiang, X. Gu, W. Zou (p. 751)

High Corrosion Resistant GFRP-UFC Composite Beams For Short Span Pedestrian BridgesI.S.K. Wijayawardane, H. Mutsuyoshi (p. 759)


Room A1.2 - Chairmen: ChuColajanni

Concrete reinforced with recycled steel fibres from end of life tires: mix-design and applicationG. Centonze, M. Leone, F. Micelli, D. Colonna, M.A. Aiello (p. 224)

Modifying the interfaces of recycled aggregate concrete (RAC) with nano materialsH. Zhang, Y. Zhao, T. Meng, S. Shah (Suppl. Papers p. 15)

Effect of multi-walled carbon nanotubes on mechanical properties and durability of latex-modified cement mortarL. Meng, C.K.Y. Leung, G. Li (p. 232)

Effect of carbonation and sulphate on chloride ingress in cement pastes and concre-tes with supplementary cementitious materials.M. Saillio, V. Baroghel-Bouny, S. Pradelle (p. 241)


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Wednesday, September 148.40 - 9.20 Plenary Session Room A0.1

Chair: SellierThe PACE-1450 Test Campaign - Leakage Behaviour of a Pre-stressed Concrete Contain-ment Wall SegmentN. Herrmann (p. 863)


Assessment of Nuclear Containment Vessels in Severe Conditions 1

Room A0.1 - Chairmen: BaryLu

Induced anisotropic gas permeability of concrete due to coupled effect of drying and temepratureM. Ezzedine El Dandachy, M. Briffaut, S. Dal Pont, F. Dufour (p. 871)

Modelling basic creep of concrete at elevated temperatures and stressesJ.M. Torrenti (p. 879)

Transient thermal creep at moderate temperatureH. Cagnon, T. Vidal, A. Sellier, J.-M. Torrenti (p. 885)

Development of a size effect law for RC structuresM. Ghannoum, J. Baroth, C. Rospars, A. Millard (p. 892)


Room A1.1 - Chairmen: FelicettiWittmann

Fire protection of concretes: formulation, performances and pathologyC. Lanos, C. Baux, Y. Melinge (p. 767)

Behavior and design of post-installed rebar connections under temperatureG. Mucciaiccia, A. Consigio, G. Rosati (p. 783)

Tensile behaviour of reinforcing steel at high strain rate and high temperatureE. Cadoni, M. Dotta, D. Forni (p. 791)

Dynamic shear resistance of RC beams based on modified compression field theoryK. Fujikake, A. Somraj (p. 799)

CONSEC2016 - Wednesday 14

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Room A1.2 - Chairmen: GuoThomas

Real Case: Assessing Sulphate Resistance of Coastal Protection Precast ElementsF. Aracil, D. Gaetan, P. Wauters, G. de Schutter, R. Torrent (p. 327)

Resistance of concrete to Na2SO4 freeze-thaw cycles and failure mechanism analysisG. Li, J. Du, X. Wu, K. Yang (p. 335)

Lattice Modelling of the Onset of Concrete-Ice AbrasionN. Ramos, G. Shamsutdinova, M. A.N. Hendriks, S. Jacobsen (p. 351)

Environmental impact due to repairs by surface treatment on concrete structures exposed to chloride environmentA. Petcherdchoo, C. Ongsopapong (p. 974)



Assessment of Nuclear Containment Vessels in Severe Conditions 2

Room A0.1 - Chairmen: FujikakeColombo

Material and geometric heterogeneity consideration for cracking risk prediction of young age behavior of experimental massive reinforced concrete structureP. Chhun, L. Buffo-Lacarriere, A. Sellier (p. 900)

Experimental investigations on the influence of temperature on the behavior of steel reinforcement (strands and rebars)W. Toumi-Ajimi, S. Chataigner, Y Falaise, L. Gaillet (p. 908)

Requirements for the modeling of medium-term behavior of nuclear containment concrete for a “loss of coolant accident” analysisA. Sillier, T. Vidal, H. Cagnon, L. Buffo-Lacarriere, S. Multon (p. 916)

A simplified approach to analysis of reinfroced concrete slabs subjected to hard mis-sile impactsA. Lulec, F. J. Vecchio (p. 924)

Shell modelling of a 1/13 scaled rc containment vessel under cyclic actions with parc_cl crack modelB. Belletti, M. Scolari, A. Stocchi (p. 932)

Thermoviscoelastic analysis of concrete creep at mesoscaleB. Bary, C. Bourcier, T. Helfer (p. 652)


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Room A1.1 - Chairmen: RongCoronelli

Utilization of the capacity for energy absorption of concrete structures under impactC. Zanuy, G. Ulzurrun, I.M. Diaz (p. 806)

Underground tunnels exposed to internal blast: effect of the explosive source posi-tionM. Colombo, P. Martinelli, M. di Prisco (p. 852)

Robustness of reinforced concrete framed buildings: a comparison between different numerical modelsG. Bertagnoli, D. Gino, L. Giordano, D. La Mazza, G. Mancini (p. 814)

An experimental study on the equation of state of cementitious materials using confi-ned compression testsY. Karinski, S. Zhutovsky, V. Feldgun, D. Yankelevsky (p. 830)

Some insights on the role of relative humidity and compaction on the carbonation rate of CaO/SiO2 (50/50 clinker)M. Agnelli, B. Huet, V. Briaud, E. André, A. Pisch (p. 837)


Room A1.2 - Chairmen: MandalLollini

Influence of Frost Damage on Chloride Penetration into ConcreteP. Zhang , F.H. Wittmann, Y. Wang, T. Zhao, G. Ting (p. 359)

Chloride distribution feature in surface layer of cement paste under cyclic drying-wetting conditionH. Chang (p. 367)

Chloride Proofing Performance and Rebar Corrosion Protection Performance of SHCC Having Bending CracksK. Kobayashi, Y. Hara, Y. Kojima, K. Rokugo (p. 375)

Influence of Seawater in Strengths of Concrete Mix Design when used in Mixing and CuringT. Abdel-Magid, O. Osman, O. Ibrahim, R. Mohammed, S. Hassan, A. Bakkab (p. 382)

Performance Based Specifications for Durability of Mass Concrete Blocks Subjected to Harsh Arabian Gulf Marine EnvironmentM. Rahman, M. Ibrahim, Z. Al-Omran, F. Al-Nahdi, M. S. Barry (p. 444)

Lessons Learned from the Treat Island Marine Exposure SiteM. Thomas (p. 390)


36

13.10 - 14.30 Lunch



Room A0.1 - Chairmen: CoronelliBaroguel

Outdoor Exposure Test of Concrete Containing Supplementary Cementitious Mate-rialsE. Nakamura, Y. Kurihara, H. Koga (p. 1076)

Solid Mass Fractal Model for Pore Structure in Cement PasteY. Gao, S. Mu, J. Jiang (p. 1084)

Age-dependent Lattice Discrete Particle Model for quasi-static SimulationsR. Wendner, I. Boumakis, K. Nincevic, L. Wan (p. 1090)

Bond Behaviors between Polymer Cement Coated Steel Bar Subjected to Environ-mental Action and Concretey. Xiong, Z. Yang, K. Wang, N. Song (p. 1105)

Diffusivity in cement-silica fume based materials: Experimental and computer mode-ling results on mortarsZ. Bajja, W. Dridi, A. Darquennes, R. Bennacer (p. 1098)


Room A1.1 - Chairmen: GambarovaLi Guo

Synthesis of SiO2@PCE core-shell nanoparticles and its modification effects on ce-ment hydrationY. Gu (p. 249)

Influence of nanoclay on concrete subjected to freeze-thaw cycles and bond behavior between rebar and concreteY. Fan, S. Zhang, S. Shah (p. 256)

Concrete porosity reduction by Colloidal silica nano technologyP. Collet, B. Rollins, V. Andres (Suppl. Papers p. 7)

Anti-microbial efficiency of nano silver-silica modified geopolymer mortarS. Mandal, D. Adak (Suppl. Papers p. 46)

Steel reinforcement Corrosion in a Low Calcium Fly Ash Geopolymer ConcreteM. Babaee, A. Castel (p. 943)


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Room A1.2 - Chairmen: KobayashiMartinelli

Effects of the hygrothermal conditions on the fracture energy of the concreteH. Kallel, H. Carré, C. Laborderie, B. Masson, N.C. Tran (p. 397)

Experimental Study on Temperature Response in Damaged Concrete under Atmo-spheric EnvironmentH. Min, W. Zhang, X. Gu (p. 404)

UHPC and FRC in Severe Environmental ConditionsS. Rehacek, I. Simunek, D. Citek, J. Kolisko (p. 412)

Durability of ordinary concretes after heating at high temperatureH. Carré, C. Perlot, A. Daoud, M.J. Miah, B. Aidi (p. 428)

High absorptive normal weight aggregates used as internal curing agents to reduce hot weather concreting and curing detrimental effects.P. Savva, D. Nicolaides, M.F. Petrou (p. 420)




Room A0.1 - Chairmen: TorrentPascu

A numerical study on the pull-out strength of anchor bolts embedded in concrete using the smoothed particle hydrodinamics methodY. Sonoda (p. 1111)

Characterization of Conventional and Modern Curing Techniques in ConcreteW. Khaliq, W. Javaid (p. 1118)

A Mesoscale Three-dimensional Moisture Transport Model in ConcreteC. Zhou, X. Gu, X. Jin, Q. Huang (p. 1134)

Methodology for analysis of the reactivity of coal fly ash using selective dissolution by hydrofluoric acidR. Reuis, M. Ribeiro et al. (p. 1126)


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Room A1.1 - Chairmen: di PriscoRahman

Effect of limestone fillers on Ca-leaching and carbonation of cement pastesQ.T. Phung, N. Maes, D. Jacques, G. De Schutter, G. Ye (p. 269)

Effect of slag on the micro-structure of cement paste at elevated temoperatureZ. Jia, Y. Zhang (Suppl. Papers p. 61)

Concretes based on alkaline binders of waste glass and metakaolinD.E. Ortega-Zavala, J.I. Escalante-Garcia (Suppl. Papers p. 68)

The Durability of Partially-Damaged Concrete with the addition of Silica fume and Ground Granulated Blast Furnace SlagW. Al-Kutti, N. Al-Akhras (p. 277)


18.00-18.30 Concluding discussionRoom A0.1 - Chairmen:BanthiaGambarova

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