dynamic response of glass panels subjected to shock ...their blast mitigation properties. however,...

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Arun Shukla, Puneet Kumar Dept. of Mechanical, Industrial & Systems Engineering, URI, Email: [email protected] The main objective of this research is to conduct fundamental experiments to elucidate physical mechanisms responsible for damage in novel composite materials & structures subjected to extreme environments associated with blast & fragment loading, thus leading to new more efficient materials & structures with excellent blast mitigation capabilities to safeguard human life and property. Accidental explosions or bomb blasts cause extreme loading on glass structures. This results in the shattering of glass panels into small pieces which have sharp edges and move at very high velocities. These high velocity glass fragments are the major cause of injuries to people. Apart from this, the blast pressure entering the building through the shattered window panels can also cause additional injuries to the occupants. Previously, the main focus of research in this area has been on the numerical/theoretical analysis of glass panels subjected to an explosion. Recently, experimental studies have been done on glass panels to analyze their blast mitigation properties. However, these experiments used either an indenter or an impactor to simulate the blast condition. The aim of this study was to analyze the damaged area, midpoint transient deflection, and other characteristics of the dynamic response of glass panels subjected to a controlled blast loading. This material is based upon work supported by the U.S. Department of Homeland Security under Award Number 2008-ST-061-ED0001. The views and conclusions contained in this document are those of the authors and should not be interpreted as necessarily representing the official policies, either expressed or implied of the U.S. Department of Homeland Security. 1. A comprehensive series of experiments were conducted under controlled blast loading conditions using the shock tube facility to understand damage mechanisms in structural glass panels. A new type of glass panel was designed which restraints the shattered pieces of glass from flying off and causing damage and injuries. 2. Numerical expressions were developed to understand the energy redistribution associated with shock loading. 1. Effect of curvature on blast mitigation property. 2. Effect of face sheet on the blast mitigation property of structure. N. Gardner, E. Wang, P. Kumar and A. Shukla, “Blast Mitigation in a Sandwich Composite using Graded Core with Polyurea interlayer” Experimental Mechanics, Accepted for Publication E. Wang, N Gardner and A. Shukla, “The blast resistance of sandwich composites with stepwise graded cores”, International Journal of Solid and Structures, 46, 3492-3502, 2009. E. Wang and A. Shukla, “Analytical and Experimental Evaluation of Energies during Shock Wave Loading”, International Journal of Impact Engineering, 37, 1188-1196, 2010. M. Jackson and A. Shukla, “Performance of sandwich composites subjected to sequential impact and air blast loading”, Composites: Part B (2010), doi:10.1016/j.compositesb.2010.09.005. P. Kumar and A. Shukla, “Blast Loading response of Glass Panels”, SEM Annual Conference and Exposition, Indianapolis, Indiana, June 7-10, 2010. E. Wang and A. Shukla, “Energy and Impulse Evaluation during a Shock Tube Experiment”, IMPLAST 2010, SEM Fall Conference, Providence, October 12-14, 2010. P. Kumar and A. Shukla, “Dynamic Response of Glass Panels Subjected to Shock Loading”, IMPLAST 2010, SEM Fall Conference, Providence, October 12-14, 2010. Dynamic Response of Glass Panels subjected to Shock Loading Technical Approach Abstract Relevance Accomplishments Through Current Year Future Work Publications Acknowledging DHS Support Opportunities for Transition to Customer Consulting with industry 1. 3 Tex, Cary, NC. 2. XO-Armor, Houston, TX. 3. Webcore, OH. 4. TPI Composites, RI. A new type of glass panel was designed which restraints the shattered pieces of glass from flying off and causing damage and injuries. This development can be accommodated to the existing structures without much difficulty. Technical collaboration with XO-Armor, Texas and PPG Industries will help in this transition. This effort also aligns with the mission of DHS to transition technology and allow for a unified effort to protect our homeland. Shock Tube Driver Section 0 2 4 6 8 10 12 14 16 18 20 0 200 400 600 800 Deflection (mm) Time (m s) Plain Glass Tempered Glass Sandwich Glass Wired Glass Laminated Glass 0 0.01 0.02 0.03 0.04 0.05 0.06 0.07 0 200 400 600 800 In plane Strain, e xx Time (m s) Plain Glass Tempered Glass Sandwich Glass Wired Glass Laminated Glass Muzzle Detail Sandwiched Glass Panel Laminated Sandwiched Glass Panel The laminated sandwich glass panel has fragmentation and cracking in the glass panel but the protective film is able to withhold the shattered glass pieces from flying off. There is no through hole formation in the case of the laminated sandwich glass panel which prevents the blast overpressure from entering the building. Reflected Pressure Incident Pressure A typical pressure profile showing reflected and incident pressure Plane Glass Panel Time-deflection and In-plane history of the back face for five glass panels Dynamic PhotoMechanics Laboratory 0 ms 200 ms 400 ms 600 ms (e) (d) (c) (b) (a) Time-deflection history of the back face for: (a) Plane Glass, (b) Tempered Glass, (c) Wired Glass, (d) Sandwiched Glass, & (e) Laminated Sandwiched Glass Panels Sandwiched Glass Panel Wired Glass Panel Laminated Sandwiched Glass Panel Sandwiched Glass Panel Protective Film Schematics of 3D DIC system

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Page 1: Dynamic Response of Glass Panels subjected to Shock ...their blast mitigation properties. However, these experiments used either an indenter or an impactor to simulate the blast condition

Arun Shukla, Puneet KumarDept. of Mechanical, Industrial & Systems Engineering, URI, Email: [email protected]

The main objective of this research isto conduct fundamental experimentsto elucidate physical mechanismsresponsible for damage in novelcomposite materials & structuressubjected to extreme environmentsassociated with blast & fragmentloading, thus leading to new moreefficient materials & structures withexcellent blast mitigation capabilitiesto safeguard human life and property.

Accidental explosions or bomb blastscause extreme loading on glassstructures. This results in the shatteringof glass panels into small pieces whichhave sharp edges and move at veryhigh velocities. These high velocityglass fragments are the major cause ofinjuries to people. Apart from this, theblast pressure entering the buildingthrough the shattered window panelscan also cause additional injuries to theoccupants. Previously, the main focusof research in this area has been on thenumerical/theoretical analysis of glasspanels subjected to an explosion.Recently, experimental studies havebeen done on glass panels to analyzetheir blast mitigation properties.However, these experiments usedeither an indenter or an impactor tosimulate the blast condition. The aim ofthis study was to analyze the damagedarea, midpoint transient deflection, andother characteristics of the dynamicresponse of glass panels subjected to acontrolled blast loading.

This material is based upon work supported by the U.S. Department of Homeland Security under Award Number 2008-ST-061-ED0001. The views and conclusions contained in this document are those of the authors and should not be interpreted as necessarily representing the official policies, either expressed or implied of the U.S. Department of Homeland Security.

1. A comprehensive series of experiments wereconducted under controlled blast loadingconditions using the shock tube facility tounderstand damage mechanisms in structuralglass panels. A new type of glass panel wasdesigned which restraints the shattered piecesof glass from flying off and causing damage andinjuries.

2. Numerical expressions were developed tounderstand the energy redistribution associatedwith shock loading.

1. Effect of curvature on blast mitigation property.2. Effect of face sheet on the blast mitigation

property of structure.

N. Gardner, E. Wang, P. Kumar and A. Shukla, “Blast Mitigationin a Sandwich Composite using Graded Core with Polyureainterlayer” Experimental Mechanics, Accepted for PublicationE. Wang, N Gardner and A. Shukla, “The blast resistance of

sandwich composites with stepwise graded cores”, InternationalJournal of Solid and Structures, 46, 3492-3502, 2009.E. Wang and A. Shukla, “Analytical and Experimental Evaluation

of Energies during Shock Wave Loading”, International Journal ofImpact Engineering, 37, 1188-1196, 2010.M. Jackson and A. Shukla, “Performance of sandwich

composites subjected to sequential impact and air blastloading”, Composites: Part B (2010),doi:10.1016/j.compositesb.2010.09.005.P. Kumar and A. Shukla, “Blast Loading response of GlassPanels”, SEM Annual Conference and Exposition, Indianapolis,Indiana, June 7-10, 2010.E. Wang and A. Shukla, “Energy and Impulse Evaluation during a

Shock Tube Experiment”, IMPLAST 2010, SEM Fall Conference,Providence, October 12-14, 2010.P. Kumar and A. Shukla, “Dynamic Response of Glass Panels

Subjected to Shock Loading”, IMPLAST 2010, SEM FallConference, Providence, October 12-14, 2010.

Dynamic Response of Glass Panels subjected to Shock Loading

Technical ApproachAbstract

Relevance

Accomplishments Through Current Year

Future Work

Publications Acknowledging DHS SupportOpportunities for Transition to

Customer

Consulting with industry1. 3 Tex, Cary, NC.2. XO-Armor, Houston, TX.3. Webcore, OH.4. TPI Composites, RI.

A new type of glass panel was designedwhich restraints the shattered pieces ofglass from flying off and causing damageand injuries. This development can beaccommodated to the existing structureswithout much difficulty. Technicalcollaboration with XO-Armor, Texas and PPGIndustries will help in this transition. Thiseffort also aligns with the mission of DHS totransition technology and allow for a unifiedeffort to protect our homeland.

Shock TubeDriver Section

0

2

4

6

8

10

12

14

16

18

20

0 200 400 600 800

Def

lect

ion

(mm

)

Time (ms)

Plain Glass Tempered GlassSandwich Glass Wired GlassLaminated Glass

0

0.01

0.02

0.03

0.04

0.05

0.06

0.07

0 200 400 600 800

In p

lan

e St

rain

, exx

Time (ms)

Plain Glass Tempered Glass

Sandwich Glass Wired Glass

Laminated Glass

Muzzle Detail

Sandwiched Glass Panel Laminated Sandwiched Glass Panel

The laminated sandwich glass panel has fragmentation and cracking in the glass panel but the protective film is able to withhold the shattered glass

pieces from flying off. There is no through hole formation in the case of the laminated sandwich glass panel which prevents the blast overpressure from

entering the building.

Reflected Pressure

Incident Pressure

A typical pressure profile showing reflected and incident

pressure

Plane Glass

Panel

Time-deflection and In-plane history of the back face for five glass panels

Dynamic

PhotoMechanics

Laboratory

0 ms 200 ms 400 ms 600 ms

(e)

(d)

(c)

(b)

(a)

Time-deflection history of the back face for: (a) Plane Glass, (b) Tempered Glass, (c) Wired Glass, (d) Sandwiched

Glass, & (e) Laminated Sandwiched Glass Panels

Sandwiched

Glass PanelWired Glass

Panel

Laminated

Sandwiched

Glass PanelSandwiched

Glass Panel

Protective Film

Schematics of 3D DIC

system