Structure and Analysis Bridge Design brief

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WhatisaBridgeRevA.pptx

What is a Bridge? You need inspiration…perhaps!

A bridge is just a Beam!

Functional! Timber sleeper bridge Pembrokeshire coast path

Rock and timber pole bridge Orgiva - Spain

Clapper Bridge Dartmoor

Queen’s College Mathematical Bridge

West Quay Footbridge, Southampton

The ‘Horn’ Bridge Bristol

Girder and Frame Bridges

The Plate Girder

Tenby - rail bridge Plate girder - a deep beam

Tenby - rail bridge Plate girder - a deep beam

Two flanges

One web

4 Fillet welds

The Plate Girder

Composite Plate Girder

Bearing stiffener

Composite Precast Planks

Composite Beam Innovation…

The PreCoBeam (Prefabricated CompositeBeam) solution is a new bridge construction method. It is an example of an economic bridge solution using

hot-rolled beam sections and a high degree of prefabrication.

The method employs a hot-rolled steel beam section, oxycut longitudinally into two

T-sections with a special shape. This shape of the web works as a continuous shear connector, allowing shear connection between steel profile and the concrete slab without the use of welded shear studs, and therefore without any site welding.

Composite Beam Innovation…

DLR London Continuous - haunched plate girder

Note: Bearing stiffener

DLR London Plate girder

Girder cross bracing

Finite Element Modelling – Bridge Structure

Predicted deflections under load (exaggerated scale)

Finite element modelling is being used to analyse the behaviour of this complex structure under static, dynamic and accidental loading.

The Box Girder

Box Girder Forms

Open top - ‘bathtub’

- used with composite

concrete deck

Trapezoidal box - all steel

Rectangular box - all steel

Avonmouth - continuous - haunched - twin steel box

Avonmouth Site visit ‘98

Inside the Box

‘Bathtub’ Box

Inside another Box

Inside another Box!

The Steel Box Portal

Luxembourg

- steel box portal

Luxembourg

- steel box portal

Twin steel box construction

The Lattice Girder

(or Truss)

Hotwells Footbridge Bristol

SFD

BMD

Deventer - rail bridge Warren truss

Amberley Footbridge Virendeel girder

The Arch

Calatrava - ‘sickle arch’

Salobreña – Sunny Spain!

Salobreña – Sunny Spain!

Compression rib

Tension hangers

Deck Tension Tie

Slough Footbridge - tied arch

Enschede road bridge - tied arch

Wales - River Usk - lattice arch

Bristol

- lattice arch

Garabit viaduct

Garabit viaduct

Garabit viaduct

Birchenough Bridge

Zimbabwe 1935 329 m

Victoria Falls Bridge – Zambezi River 1905

Cable-stay

Calatrava - Alamillo cable-stay

Puente de Alamillo

Calatrava

Calatrava - ‘Trinity’ - Salford

The Oresund ridge

Denmark

Rotherhithe Bridge, London – Concept Design Proposals

Second Severn Crossing

Dual-plane ‘Harp’ system

Deck can be more flexible than in a suspension bridge.

The load path is shorter and stiffer.

Plate girder or lattice girder

Plate girder or lattice girder

Concrete deck slab

Cable – stay deck construction:

A simple ladder arrangement of beams…

Edge stringer

Cross girders

Deck span

Cable-stay at cross girder locations

- Not necessarily at each cross girder

- Deck erected in pre-fabricated sections

Cable stays!

Rhine - Cable stay

Cambridge Cycleway Cable-stay and warren truss ‘tube’

Bathurst Basin Footbridge Bristol

The Wye Bridge

The Wye Bridge…...

Single plane - ‘Harp’ system

Quite uncommon - requires a deck similar to a suspension bridge

to provide adequate torsional stiffness.

The Wye Bridge…...

Cable-stay = ‘Stiff’ Load Path

The Wye Bridge…...

Internal Forces

Tension

Compression

Compression

Compression

In contrast to the suspension bridge, significant compressive

forces develop in the deck.

These are greatest at the pylon locations.

The deck is relatively flat.

Salobreña – Sunny Spain!

Single plane hanger

system – requires a

torsionally stiff deck

Temple Meads Footbridge

Temple Meads Footbridge

Temple Meads Footbridge

Lateral bracing

Temple Meads Footbridge

Temple Meads Footbridge

London – somewhere….

Czech Republic – somewhere…

Portland Atrium

- fink truss

The Fink Truss

- a type of cable stay system

Suspension

The Severn Bridge

...under the Severn Bridge

Suspension = ‘Flexible’ Load Path

The deck of a suspension bridge is

curved in elevation and acts in

bending, shear and torsion.

Compression is not

significant compared to

cable-stay bridges.

Tension

Tension

Compression

Internal Forces

Modern Suspension bridges

- typically use steel box girder

deck construction

Box Girder - torsionally stiff

The Chirundu Bridge - Zambezi River between Zambia and Zimbabwe

The Chirundu Bridge - Zambezi River between Zambia and Zimbabwe

Clifton Suspension Bridge

The Clifton Suspension Bridge

A very flexible form of deck construction

was used.

……but the suspension chains were

very stiff and heavy by modern

standards.

Then…

Wrought iron ‘chains’

Now…

High tensile steel wires

Review of Historical Development

AD550 China

1741 Chain bridge R.Tees Britain

1809 Merrimac R. USA

1826 Menai Br. (Telford)

1836-1864 Clifton

Clifton Suspension Bridge Bristol by Brunel (1831 – 1864)

Saltash - Brittania Rail Bridge by Brunel (completed1859)

There is only one of these in the world!

How does it work?

Tamar and Brittania - road and rail - built 100 years apart

Tamar

Brittania

Tacoma Narrows 7 November 1940 Span/depth 350 (rebuilt 85)

- failure caused a total re-think

of suspension bridge deck design.

Golden Gate Bridge

Joseph Strauss/Charles Ellis 1933 – 1937

Span/depth 168

Deep edge girder provides torsional stiffness

Severn Suspension Bridge 1961-1966 Span/depth 324

Trapezoidal steel box provides torsional stiffness

Other matters…….?

The Aim is to Build a Bridge

What are the design objectives?

?

?

?

?

?

?

Design Objectives

Function Rail = stiff

Road = reasonably stiff

Services = reasonably stiff

Footbridge = flexible

Aesthetics

Economics

Buildability Construction methods

Durability

Public Acceptance Social cost

Perceived benefits

Structural Concept?

Span Options

Key Performance Criteria

Stability and Movement Vertical

Lateral Torsional

Longitudinal

Loadings – Strength – Stiffness

Static dead load

Dynamic live loads

Wind

Accidental

Deck Type?

Erection sequence?

Bit by bit….

Sliding…..

Safety during construction…..

You are the designer, it is the designer’s responsibility is to ensure that their design can be safely constructed.

You, the designer, must ‘rehearse’ the construction of the bridge from arrival on site through to completion, by preparing a written method statement, supported by sketches and drawings.

All assumptions made in the design must be communicated to the contractor on the drawings.

Safety and stability must be top priority at all stages of construction.

Safety during construction…..

Cleddau Bridge – Milford Haven - The bridge collapsed during

construction on 2 June 1970, killing

four men.

Safety during construction…..

Safety during construction…..

Safety during construction…..

Safety during construction…..

Safety during construction…..

Safety during construction…..

Florida?

Safety during construction…..

Florida?

Safety during construction…..

Florida?

Safety during construction…..

Florida?

Safety during construction…..

Florida?

What do you think?

Substructures?

Integral – what’s that?

Integral Bridges – no joints!

Integral Bridges – no joints!

Integral Bridges – no joints!

Integral Bridges – no joints!

Integral Bridges – no joints!

Integral Bridges – no joints!

Matford Bridge

Matford Bridge

Matford Bridge….where is it?

Bearings

Bearing Choice

Bearing Choice

Tetron Disc

Bearing Choice

Bearing Choice

Tetron Spherical

Elastomeric

Elastomeric

Elastomeric

Elastomeric

Bolted Endplate

180

Bearing Access

Stiffeners and Bearing Replacement

Knuckle Leaf Bearing

Jacking point

Key Performance Criteria

Vibration

Fatigue Joints

Connections

Durability Waterproofing Drainage

Protective coatings

Site Connections

Site Connections

and design for failure

Site Connections

Always use HSFG bolts

e.g. Tension control bolts

Welds need testing:

100% NDT – MPI – dye

10% Ultrasound/X-Ray

Critical welds: 100% Ultrasound

or X-Ray

Tension control bolts

Tension control bolts

Durability and Design Life

Waterproof the deck

Painting

Weathering steel

Joints

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