bridges, collection by dr. aziz i. abdulla
DESCRIPTION
Dridge Type, history, and design criteria Collection By Prof. Dr. Aziz I. Abdulla Tikrit UniversityTRANSCRIPT
Bridge Bridge ConstructionConstruction
الرحمن الله الرحمن بسم الله بسمالرحيمالرحيم
FUNCTION OF A BRIDGEFUNCTION OF A BRIDGE
To connect two To connect two communities which are communities which are separated by streams, separated by streams, valley, railroads, etc.valley, railroads, etc.
• Built in 1973Built in 1973• Total length is 5000 ftTotal length is 5000 ft
Bosporus Straits Bridge Bosporus Straits Bridge at Istanbul, Turkey –at Istanbul, Turkey –
COMPONENTS OF A BRIDGECOMPONENTS OF A BRIDGE
• Deck or Slab:Deck or Slab: supported roadway on abridge supported roadway on abridge
• Beam or Girder:Beam or Girder: A rigid, usually horizontal, A rigid, usually horizontal, structural elementstructural element
• Abutment:Abutment: The outermost end supports on a The outermost end supports on a bridge, which carry the load from bridge, which carry the load from the deckthe deck
• Pier:Pier: A vertical supporting structure, such as a A vertical supporting structure, such as a pillarpillar
• FoundationFoundation
DeckDeck
GirderGirder
AbutmentAbutment
PierPier
COMPONENTS OF A BRIDGECOMPONENTS OF A BRIDGE
Small Span BridgesSmall Span Bridges (up to 15m)
Medium Span BridgesMedium Span Bridges (up to 50m)
Large Span BridgesLarge Span Bridges (50-150m)
Extra Large ( Long ) Span BridgesExtra Large ( Long ) Span Bridges (over 150m)
Classification according to SpanClassification according to Span
Culvert BridgeCulvert Bridge
Slab BridgesSlab Bridges
T-Beam BridgeT-Beam Bridge
Wood Beam BridgeWood Beam Bridge
Pre-cast Concrete Box Beam BridgePre-cast Concrete Box Beam Bridge
Pre-cast Concrete I-Beam BridgePre-cast Concrete I-Beam Bridge
Rolled Steel Beam BridgeRolled Steel Beam Bridge
Small Span BridgesSmall Span Bridges (up to 15m)
Medium Span BridgesMedium Span Bridges (up to 50m)
Pre-cast Concrete Box Beam & Pre-cast Concrete I-BeamPre-cast Concrete Box Beam & Pre-cast Concrete I-Beam
Composite Rolled Steel Beam BridgeComposite Rolled Steel Beam Bridge
Composite Steel Plate Girder BridgeComposite Steel Plate Girder Bridge
Cast-in-place RCC Box Girder BridgeCast-in-place RCC Box Girder Bridge
Cast-in-place Post-Tensioned Concrete Box GirderCast-in-place Post-Tensioned Concrete Box Girder
Composite Steel Box GirderComposite Steel Box Girder
BOX GIRDER
Large Span BridgesLarge Span Bridges (50 to 150m)
Composite Steel Plate Girder BridgeComposite Steel Plate Girder Bridge
Cast-in-place Post-Tensioned concrete Box GirderCast-in-place Post-Tensioned concrete Box Girder
Post-Tensioned Concrete Segmental ConstructionPost-Tensioned Concrete Segmental Construction
Concrete Arch and Steel ArchConcrete Arch and Steel Arch
Extra Large (Long) Span BridgesExtra Large (Long) Span Bridges(Over 150m)
Cable Stayed BridgeCable Stayed Bridge
Suspension BridgeSuspension Bridge
Discussion on Classification According To Discussion on Classification According To Structural ArrangementStructural Arrangement
•Main Structure Below the Deck LineMain Structure Below the Deck Line
•Main Structure Above the Deck LineMain Structure Above the Deck Line
•Main Structure coincides with the Deck LineMain Structure coincides with the Deck Line
Main Structure Below the Deck LineMain Structure Below the Deck Line
Arch BridgeArch Bridge
Masonry ArchMasonry Arch
Concrete ArchConcrete Arch
Inclined Leg Frame ArchInclined Leg Frame Arch
Rigid Frame ArchRigid Frame Arch
Truss-Arch BridgeTruss-Arch BridgeSteel Truss-ArchSteel Truss-Arch
Steel Deck TrussSteel Deck Truss
Main Structure Above the Deck LineMain Structure Above the Deck Line
Suspension BridgesSuspension Bridges
Cable Stayed BridgesCable Stayed Bridges
Through-Truss BridgeThrough-Truss Bridge
Main Structure Coincides with the Main Structure Coincides with the Deck LineDeck Line
Girder BridgeGirder Bridge
Slab (solid and voided)Slab (solid and voided)
T-Beam (cast-in-place)T-Beam (cast-in-place)
I-beam (pre-cast or pre-stressedI-beam (pre-cast or pre-stressed
Wide-flange beam (composite & non- Wide-flange beam (composite & non- compositecomposite
Concrete Box (cast-in-place, segmental Concrete Box (cast-in-place, segmental & pre-stressed& pre-stressed
Steel Plate Girder (straight & haunched)
Steel box (Orthotropic deck)
Components of a Components of a Girder bridge (Beam Bridge)Girder bridge (Beam Bridge)
TYPES OF BRIDGESTYPES OF BRIDGES
•Beam or Girder BridgeBeam or Girder Bridge•Truss BridgeTruss Bridge•Rigid Frame BridgeRigid Frame Bridge•Arch BridgeArch Bridge•Cable Stayed BridgeCable Stayed Bridge•Suspension BridgeSuspension Bridge
GIRDER BRIDGEGIRDER BRIDGE
Chesapeake Chesapeake Bay Bridge, Bay Bridge,
VirginiaVirginia
• Typical span length 30 to 650 ft
• World’s longest: Ponte Costa e Silva, Brazil with a center span of 1000 ft
GIRDER BRIDGE
Bridge Cap and DamperBridge Cap and Damper
TRUSS BRIDGETRUSS BRIDGE
Firth of Forth Bridge, ScotlandFirth of Forth Bridge, Scotland
• Typical span length 150 to 1500 ft
• World’s longest: Pont de Quebec, Canada with a center span of 1800 ft
Truss bridge
Truss Bridge
Truss Bridge
Truss Bridge
Truss Bridge
Truss Bridge
RIGID FRAME BRIDGERIGID FRAME BRIDGE
•Girders and piers act togetherGirders and piers act together
•Cross-sections are usually I-shaped or box-shaped.Cross-sections are usually I-shaped or box-shaped.
•Design calculations for rigid Design calculations for rigid frame bridges are more frame bridges are more difficult than those of simple difficult than those of simple girder bridges.girder bridges.
ARCH BRIDGEARCH BRIDGE
• After girders, arches are the second oldest bridge type.After girders, arches are the second oldest bridge type.
• Arches are good choices for crossing valleys and rivers Arches are good choices for crossing valleys and rivers
• Arches can be one of Arches can be one of the more beautiful the more beautiful bridge types.bridge types.
• Typical span lengthTypical span length 130 ft – 500 ft.130 ft – 500 ft.
• World’s longest:World’s longest: New River Gorge Bridge, U.S.A. with a center span of New River Gorge Bridge, U.S.A. with a center span of 1700 ft.1700 ft.
Larimer Avenue Bridge, Pittsburgh Larimer Avenue Bridge, Pittsburgh
ARCH BRIDGE
ARCH BRIDGE
ARCH BRIDGE
ARCH BRIDGEARCH BRIDGE
CABLE STAYED BRIDGECABLE STAYED BRIDGE
Normandie Normandie BridgeBridge
• Continuous girder with Continuous girder with one or more towers one or more towers erected above in the erected above in the middle of the span.middle of the span.• From these towers From these towers cables stretch down cables stretch down diagonally and support diagonally and support the girder.the girder.• Typical span lengthTypical span length 350 to 1600 ft.350 to 1600 ft.• World’s largest bridge:World’s largest bridge: Tatara Bridge, JapanTatara Bridge, Japan center span: 2900 ft.center span: 2900 ft.Different to suspension the cable Different to suspension the cable straightstraight
SUNSHINE SKYWAY BRIDGE, USA
Completion Date: 1987 Cost: $244 Million
Length: 29,040 feet Type: Cable Stayed
Materials: Steel, Concrete Span: 1200 feet
SUSPENSION BRIDGESUSPENSION BRIDGE
• Continuous girder Continuous girder with one or more with one or more towers erected above towers erected above in the middle of the in the middle of the span.span.
• At both ends of the At both ends of the bridge, large anchors bridge, large anchors or counter weights are or counter weights are placed to hold the placed to hold the ends of the cables.ends of the cables.
• Typical span lengthTypical span length 250 to 3000 ft.250 to 3000 ft.
Golden Gate Bridge, Golden Gate Bridge, CaliforniaCalifornia
Suspension BridgeSuspension Bridge
Suspension BridgeSuspension Bridge
Suspension BridgeSuspension Bridge
Factors Describe a Bridge Factors Describe a Bridge
Four main factors are used in describing a bridge:
• Span (simple, continuous, cantilever)
• Material (stone, concrete, metal, etc.)
• Placement of the travel surface in relation to the structure (deck, through)
• Form (beam, arch, truss, etc.).
Basic Span TypesBasic Span Types
Simple Span
Continuous Span
Cantilever Span
LOADS ON BRIDGESLOADS ON BRIDGES
• Permanent Loads: remain on the bridge for an extended period of time (self weight of the bridge)
• Transient Loads: loads which are not permanent - gravity loads due to vehicular, railway and pedestrian traffic - lateral loads due to water and wind, ice floes, ship collision, earthquake, etc.
VEHICULAR DESIGN LOADS (HL 93)VEHICULAR DESIGN LOADS (HL 93)
• AASHTO – American Association of State Highway and Transportation Officials
This model consists of:
• Design Truck• Design Tandem• Design Lane
145 kN 145 kN 35 kN
4.3 to 9.0 m 4.3 m
9.3 N/m
DESIGN TRUCK
DESIGN TRUCKDESIGN TRUCK
110 kN 110 kN
9.3 N/m
1.2 m
DESIGN TANDEM
DESIGN TANDEMDESIGN TANDEM
DESIGN PRINCIPLESDESIGN PRINCIPLES
Resistance ≥ effect of the applied loads
Strength of the Member ≥ Factor of Safety x Applied Load
Allowable Stress Design (ASD):
Load and Resistance Factor Design (LRFD):η ∑γiQi ≤ φi Rn
Where, Qi = Effect of loads Rn = Nominal resistance γi = Statistically based resistance factor applied to the force effects
φi = Statistically based resistance factor applied to the nominal resistance η = Load modification factor
MATERIALS FOR BRIDGESMATERIALS FOR BRIDGES
• Concrete
• Steel
• Wood
CONCRETE BRIDGESCONCRETE BRIDGES
• Raw materials of concrete: cement, fine aggregate coarse aggregate, water• Easily available• can be designed to satisfy almost any geometric alignment, straight to curved• can be cast-in-place or precast• Compressive strength of concrete range from 5000 psi to 8500 psi• Reinforced concrete and prestressed concrete
STEEL BRIDGESSTEEL BRIDGES
• Minimum construction depth
• Rapid construction
• Steel can be formed into any shape or form • Predictable life
• Ease of repair and demolition
WOOD BRIDGESWOOD BRIDGES
• Convenient shipping to the job site
• Relatively light, lowering transportation and initial construction cost
• Light, can be handled with smaller construction equipment
• Approx. 12% of the bridges in US are wood bridges
• Commonly used for 20-80 ft span
Wood Bridge on Wood Bridge on Concrete AbutmentsConcrete Abutments
Three Span Wood Three Span Wood Bridge Bridge
GIRDER CROSS-SECTIONS GIRDER CROSS-SECTIONS COMMONLY USED IN BRIDGESCOMMONLY USED IN BRIDGES
COLLAPSE OF BRIDGESCOLLAPSE OF BRIDGES
• Poor design
• Inadequate stability of the foundation
• Fatigue cracking
• Wind forces
• Scour of footing
•Earthquake
BeforeBeforeCollapseCollapse
After CollapseAfter Collapse
AKASHI KAIKYO BRIDGE, JAPAN
Completion Date: 1998 Cost: $4.3 billion
Length: 12,828 feet Type: Suspension
Materials: Steel Span: 6,527 feet
NEW RIVER GORGE BRIDGE, USA
Completion Date: 1978 Cost: $37 Million
Length: 4,224 feet Type: Arch
Materials: Steel Span: 1700 feet
THANK YOUTHANK YOU