Load effects in reinforced concrete beam bridges affected by alkali–silica reaction—Constitutive modelling including expansion, cracking, creep and crushing

Material modelling, from the micro to the macro level, of concrete affected by alkali–silica reaction (ASR) has been devoted a lot of research. However, the application of the material models in structural analyses of reinforced concrete (RC) structures, showing the structural implications/consequen...

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Veröffentlicht in:Engineering structures 2021-10, Vol.245, p.112945, Article 112945
Hauptverfasser: Kongshaug, Simen Sørgaard, Larssen, Rolf Magne, Hendriks, Max A.N., Kanstad, Terje, Markeset, Gro
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container_title Engineering structures
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creator Kongshaug, Simen Sørgaard
Larssen, Rolf Magne
Hendriks, Max A.N.
Kanstad, Terje
Markeset, Gro
description Material modelling, from the micro to the macro level, of concrete affected by alkali–silica reaction (ASR) has been devoted a lot of research. However, the application of the material models in structural analyses of reinforced concrete (RC) structures, showing the structural implications/consequences of ASR, has got little attention in the literature. This paper aims to show the relevance of the constitutive model on the calculated load effects—induced by ASR—in statically indeterminate beam structures. For the purpose of the study, a three-span RC beam, inspired by a real bridge in Norway, is analysed. The RC beam is modelled using Euler–Bernoulli beam theory, and numerical solutions are obtained with the finite element method. The effects of ASR on the concrete are accounted for in an expansion based (macro) constitutive model, which also accounts for cracking, creep and compressive non-linearity. In this way, ASR gives an imposed deformation similar to thermal dilation and shrinkage, for which structural effects have been widely studied. As imposed strain gradients tend to cause higher load effects than uniform strains, the effect of ASR gradients, owing to e.g. a moisture gradient, is addressed. It is shown that linear structural analyses (using a linear material model), give conservative results (the greatest load effects) when an ASR strain gradient is imposed. Among the non-linear material effects investigated, it is shown that stress dependent ASR expansion and concrete cracking are important to consider. The stress dependency of the ASR expansion is shown to have a smoothing effect on the imposed ASR strain field, and as a result, reduces the load effects induced by ASR, while cracking results in crack/plastic hinges releasing the stresses in the system. •The applied material model combines ASR expansion, creep, cracking and crushing.•The material model is applicable to engineering applications.•ASR gives additional load effects in statically indeterminate systems.•Findings emphasize the importance of proper ASR expansion modelling.
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As imposed strain gradients tend to cause higher load effects than uniform strains, the effect of ASR gradients, owing to e.g. a moisture gradient, is addressed. It is shown that linear structural analyses (using a linear material model), give conservative results (the greatest load effects) when an ASR strain gradient is imposed. Among the non-linear material effects investigated, it is shown that stress dependent ASR expansion and concrete cracking are important to consider. 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subjects Alkali-silica reactions
Alkali–silica reaction
Beam bridges
Beam theory (structures)
Cold flow
Concrete
Concrete bridges
Constitutive models
Creep (materials)
Deformation effects
Euler-Bernoulli beams
Expansion
Finite element analysis
Finite element method
Imposed deformation
Load effects
Mathematical models
Moisture gradient
Plastic properties
Plasticity
Reinforced concrete
Silica
Silicon dioxide
Strain
title Load effects in reinforced concrete beam bridges affected by alkali–silica reaction—Constitutive modelling including expansion, cracking, creep and crushing
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