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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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. |
doi_str_mv | 10.1016/j.engstruct.2021.112945 |
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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.</description><identifier>ISSN: 0141-0296</identifier><identifier>EISSN: 1873-7323</identifier><identifier>DOI: 10.1016/j.engstruct.2021.112945</identifier><language>eng</language><publisher>Kidlington: Elsevier Ltd</publisher><subject>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</subject><ispartof>Engineering structures, 2021-10, Vol.245, p.112945, Article 112945</ispartof><rights>2021 The Authors</rights><rights>Copyright Elsevier BV Oct 15, 2021</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c392t-525c8c1100e1e6ec2e4088e7e15df36eab0d5766bd2aa71aa8a3cc80d4ef88933</citedby><cites>FETCH-LOGICAL-c392t-525c8c1100e1e6ec2e4088e7e15df36eab0d5766bd2aa71aa8a3cc80d4ef88933</cites><orcidid>0000-0003-0760-2322 ; 0000-0001-8631-7153 ; 0000-0001-7933-9506</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://dx.doi.org/10.1016/j.engstruct.2021.112945$$EHTML$$P50$$Gelsevier$$Hfree_for_read</linktohtml><link.rule.ids>314,780,784,3550,27924,27925,45995</link.rule.ids></links><search><creatorcontrib>Kongshaug, Simen Sørgaard</creatorcontrib><creatorcontrib>Larssen, Rolf Magne</creatorcontrib><creatorcontrib>Hendriks, Max A.N.</creatorcontrib><creatorcontrib>Kanstad, Terje</creatorcontrib><creatorcontrib>Markeset, Gro</creatorcontrib><title>Load effects in reinforced concrete beam bridges affected by alkali–silica reaction—Constitutive modelling including expansion, cracking, creep and crushing</title><title>Engineering structures</title><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.</description><subject>Alkali-silica reactions</subject><subject>Alkali–silica reaction</subject><subject>Beam bridges</subject><subject>Beam theory (structures)</subject><subject>Cold flow</subject><subject>Concrete</subject><subject>Concrete bridges</subject><subject>Constitutive models</subject><subject>Creep (materials)</subject><subject>Deformation effects</subject><subject>Euler-Bernoulli beams</subject><subject>Expansion</subject><subject>Finite element analysis</subject><subject>Finite element method</subject><subject>Imposed deformation</subject><subject>Load effects</subject><subject>Mathematical models</subject><subject>Moisture gradient</subject><subject>Plastic properties</subject><subject>Plasticity</subject><subject>Reinforced concrete</subject><subject>Silica</subject><subject>Silicon dioxide</subject><subject>Strain</subject><issn>0141-0296</issn><issn>1873-7323</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2021</creationdate><recordtype>article</recordtype><recordid>eNqFUcuOEzEQtBBIhIVvwBJXJvgxD-e4inhJkbjA2epp9wRnJ3awPSv2tv8AH8C37ZfgEMSVU5e6q7rUXYy9lGIthezfHNYU9rmkBctaCSXXUqpN2z1iK2kG3Qxa6cdsJWQrG6E2_VP2LOeDEEIZI1bs1y6C4zRNhCVzH3giH6aYkBzHGDBRIT4SHPmYvNtT5vCHW8fjHYf5Bmb_cP8j-9kjVDFg8TE83P_cxpCLL0vxt8SP0dE8-7CvDjgv7ozo-wlCruTXHBPgTe2dEdGJQ6jmaclfa-85ezLBnOnF33rFvrx7-3n7odl9ev9xe71rUG9UaTrVoUEphSBJPaGiVhhDA8nOTbonGIXrhr4fnQIYJIABjWiEa2kyZqP1FXt12XtK8dtCudhDXFKollZ1RnatbltZWcOFhSnmnGiyp-SPkO6sFPYchz3Yf3HYcxz2EkdVXl-UVI-49ZRsRk-h_tmn-k_rov_vjt9JMJ5l</recordid><startdate>20211015</startdate><enddate>20211015</enddate><creator>Kongshaug, Simen Sørgaard</creator><creator>Larssen, Rolf Magne</creator><creator>Hendriks, Max A.N.</creator><creator>Kanstad, Terje</creator><creator>Markeset, Gro</creator><general>Elsevier Ltd</general><general>Elsevier BV</general><scope>6I.</scope><scope>AAFTH</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7SR</scope><scope>7ST</scope><scope>8BQ</scope><scope>8FD</scope><scope>C1K</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope><scope>SOI</scope><orcidid>https://orcid.org/0000-0003-0760-2322</orcidid><orcidid>https://orcid.org/0000-0001-8631-7153</orcidid><orcidid>https://orcid.org/0000-0001-7933-9506</orcidid></search><sort><creationdate>20211015</creationdate><title>Load effects in reinforced concrete beam bridges affected by alkali–silica reaction—Constitutive modelling including expansion, cracking, creep and crushing</title><author>Kongshaug, Simen Sørgaard ; Larssen, Rolf Magne ; Hendriks, Max A.N. ; Kanstad, Terje ; Markeset, Gro</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c392t-525c8c1100e1e6ec2e4088e7e15df36eab0d5766bd2aa71aa8a3cc80d4ef88933</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2021</creationdate><topic>Alkali-silica reactions</topic><topic>Alkali–silica reaction</topic><topic>Beam bridges</topic><topic>Beam theory (structures)</topic><topic>Cold flow</topic><topic>Concrete</topic><topic>Concrete bridges</topic><topic>Constitutive models</topic><topic>Creep (materials)</topic><topic>Deformation effects</topic><topic>Euler-Bernoulli beams</topic><topic>Expansion</topic><topic>Finite element analysis</topic><topic>Finite element method</topic><topic>Imposed deformation</topic><topic>Load effects</topic><topic>Mathematical models</topic><topic>Moisture gradient</topic><topic>Plastic properties</topic><topic>Plasticity</topic><topic>Reinforced concrete</topic><topic>Silica</topic><topic>Silicon dioxide</topic><topic>Strain</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Kongshaug, Simen Sørgaard</creatorcontrib><creatorcontrib>Larssen, Rolf Magne</creatorcontrib><creatorcontrib>Hendriks, Max A.N.</creatorcontrib><creatorcontrib>Kanstad, Terje</creatorcontrib><creatorcontrib>Markeset, Gro</creatorcontrib><collection>ScienceDirect Open Access Titles</collection><collection>Elsevier:ScienceDirect:Open Access</collection><collection>CrossRef</collection><collection>Engineered Materials Abstracts</collection><collection>Environment Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><collection>Civil Engineering Abstracts</collection><collection>Environment Abstracts</collection><jtitle>Engineering structures</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Kongshaug, Simen Sørgaard</au><au>Larssen, Rolf Magne</au><au>Hendriks, Max A.N.</au><au>Kanstad, Terje</au><au>Markeset, Gro</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Load effects in reinforced concrete beam bridges affected by alkali–silica reaction—Constitutive modelling including expansion, cracking, creep and crushing</atitle><jtitle>Engineering structures</jtitle><date>2021-10-15</date><risdate>2021</risdate><volume>245</volume><spage>112945</spage><pages>112945-</pages><artnum>112945</artnum><issn>0141-0296</issn><eissn>1873-7323</eissn><abstract>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.</abstract><cop>Kidlington</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.engstruct.2021.112945</doi><orcidid>https://orcid.org/0000-0003-0760-2322</orcidid><orcidid>https://orcid.org/0000-0001-8631-7153</orcidid><orcidid>https://orcid.org/0000-0001-7933-9506</orcidid><oa>free_for_read</oa></addata></record> |
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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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