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Third International Bridge Seminar Understanding Staged Construction Integration of staged construction and time dependent effects into the design of bridges Andrew Hodgkinson hewson consulting engineers civil, structural and bridge engineering

14 Understanding Staged Construction

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  • hewson consulting engineers civil, structural and bridge engineering

    Third International Bridge Seminar

    Understanding Staged Construction

    Integration of staged construction and time

    dependent effects into the design of bridges

    Andrew Hodgkinson

    hewson consulting engineers civil, structural and bridge engineering

  • hewson consulting engineers

    civil, structural and bridge engineering

    A brief history

    Staged construction is not new

  • hewson consulting engineers

    civil, structural and bridge engineering

    A brief history

    Engineers have been using staged construction to build bridges for centuries

  • hewson consulting engineers

    civil, structural and bridge engineering

    Staged Construction

    Engineers must assess the significance of staged construction on the final forces and deflections in the structure.

    Time dependant effects of creep and shrinkage must be taken into account through idealised models e.g. CEB-FIP78, CEB-FIP90, ACI etc.

    Checks of adequacy of the structure during construction may also be required.

    Determination of precambers to ensure correct final structure geometry is often needed.

    Can be utilised to alter and optimise force distribution in structures

  • hewson consulting engineers

    civil, structural and bridge engineering

    Bridge Construction Methods

    The most common bridge construction methods include:

    Composite beam and slab (precast or steel beams)

    Full Cantilever Method (FCM) integral or bearings

    Span by span insitu or precast

    Incrementally launched

    or a combination of these methods

    Greatly influences the final force and stress distribution

    throughout the deck

  • hewson consulting engineers

    civil, structural and bridge engineering

    Bridge Construction Methods Composite Methods

  • hewson consulting engineers

    civil, structural and bridge engineering

    Bridge Construction Methods FCM Method

  • hewson consulting engineers

    civil, structural and bridge engineering

    Bridge Construction Methods Full span or Span+1/4 method

  • hewson consulting engineers

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    Bridge Construction Methods Incremental launching

  • hewson consulting engineers

    civil, structural and bridge engineering

    Analysis Methods

    Methods have developed over time

    Engineers have been used to developing a series of analysis models for the significant construction stages and combining the

    results.

    Creep redistribution idealised using hand calculated upper/lower bound creep (f) factors.

    Prestressing usually idealised as manually calculated equivalent loads

    Many bridge designers have developed spreadsheets in an attempt to make the analysis more efficient.

    Nothing wrong with these methods as they have served us well over

    many years but there are now alternatives

  • hewson consulting engineers

    civil, structural and bridge engineering

    Analysis Methods

    In-situ stitches

    balanced

    cantilever

    Cantilever

    Dead load

    BMD

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    civil, structural and bridge engineering

    Analysis Methods

    As-built BMD

    Instantaneous

    BMD

  • hewson consulting engineers

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    Analysis Methods

    Final

    BMD

    Over time the bending moment distribution creeps from the as-built

    condition towards the instantaneous condition. Masbuilt

    Minstant

    f eMMMM 1.)( asbuiltinstantasbuiltfinal

  • hewson consulting engineers

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    Integrated Analysis Method

    Results require no post-processing to combine separate analyses

    Calculation of creep/shrinkage automatically based on actual construction time-line

    Combination with in-service static and dynamic loadings on structure can be undertaken within the analysis

    Iterations to achieve economic design are quick to implement.

    A greater level of accuracy is achievable.

    Precambers readily determined

    A method by which all construction stages, all loading

    (including prestress) and time dependant effects (where

    applicable) are integrated into a single analysis

  • hewson consulting engineers

    civil, structural and bridge engineering

    Example 1 Composite Precast Beam and Slab

    N6 Galway to Ballinasloe PPP Scheme ST26

  • hewson consulting engineers

    civil, structural and bridge engineering

    Example 1 Composite Precast Beam and Slab

    N6 Galway to Ballinasloe PPP Scheme ST26

  • hewson consulting engineers

    civil, structural and bridge engineering

    Example 1 Composite Precast Beam and Slab

    N6 Galway to Ballinasloe PPP Scheme ST26

  • hewson consulting engineers

    civil, structural and bridge engineering

    Example 2 Insitu PT voided, top-down

    M3 Clonee to North of Kells PPP Scheme S20

  • hewson consulting engineers

    civil, structural and bridge engineering

    Example 2 Insitu PT voided, top-down

    M3 Clonee to North of Kells PPP Scheme S20

  • hewson consulting engineers

    civil, structural and bridge engineering

    Example 2 Insitu PT voided, top-down

    M3 Clonee to North of Kells PPP Scheme S20

  • hewson consulting engineers

    civil, structural and bridge engineering

    Example 2 Insitu PT voided, top-down

    M3 Clonee to North of Kells PPP Scheme S20

  • hewson consulting engineers

    civil, structural and bridge engineering

    Example 2 Insitu PT voided, top-down

    M3 Clonee to North of Kells PPP Scheme S20

  • hewson consulting engineers

    civil, structural and bridge engineering

    Example 2 Insitu PT voided, top-down

    M3 Clonee to North of Kells PPP Scheme S20

  • hewson consulting engineers

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    Example 3 Curved FCM Bridge on bearings

    Johor Ramps

  • hewson consulting engineers

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    Example 3 Curved FCM Bridge on bearings

    Johor Ramps

  • hewson consulting engineers

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    Example 3 Curved FCM Bridge on bearings

    Johor Ramp A

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    Example 4 165m FCM Bridge integral piers

    Coastal Highway from Johor Bahru to Nusajaya Bridge 2

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    Example 4 165m FCM Bridge integral piers Coastal Highway from Johor Bahru to Nusajaya Bridge 2

  • hewson consulting engineers

    civil, structural and bridge engineering

    Example 4 165m FCM Bridge integral piers Coastal Highway from Johor Bahru to Nusajaya Bridge 2

  • hewson consulting engineers

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    Example 5 Concrete Cable Stayed Bridge

    Bonny River Cable Stayed Bridge, Nigeria

    overall length 930m with 350m main span

    single plane of stays

    diamond pylons

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    Example 5 Concrete Cable Stayed Bridge

    Bonny River Cable Stayed Bridge, Nigeria

  • hewson consulting engineers

    civil, structural and bridge engineering

    Example 5 Concrete Cable Stayed Bridge

    Bonny River Cable Stayed Bridge, Nigeria

  • hewson consulting engineers

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    Example 6 Concrete/Steel Cable Stayed Bridge

    New Wear Bridge, Sunderland

  • hewson consulting engineers

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    Example 6 Concrete/Steel Cable Stayed Bridge New Wear Bridge, Sunderland

  • hewson consulting engineers

    civil, structural and bridge engineering

    Example 6 Concrete/Steel Cable Stayed Bridge New Wear Bridge, Sunderland

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    Concluding thoughts

    Integrated analysis can save time (and money) where staged construction is important

    Accurate analysis of structure deflections and required precambers

    Efficient analysis provides opportunities for design refinement

    Careful implementation needed to ensure that active elements, boundary conditions and loads accurately represent each construction stage

    Not to be treated as a black box careful checking of results is needed.

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    A final word of warning