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    Isogeometric Analysis of a Multiphase Porous Media Model for Concrete

    Source: Journal of Engineering Mechanics:;2018:;Volume ( 144 ):;issue: 002
    Author:
    E. W. Remij
    ,
    F. Pesavento
    ,
    Y. Bazilevs
    ,
    D. M. J. Smeulders
    ,
    B. A. Schrefler
    ,
    J. M. Huyghe
    DOI: 10.1061/(ASCE)EM.1943-7889.0001380
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents isogeometric analysis of a hygro-thermo-chemo-mechanical concrete model at early age and beyond. Balance equations are introduced at the microscale and averaged to obtain balance equations at the macroscale. Constitutive laws are then applied directly at the macroscale. The final balance equations are mass, momentum, and energy based. These are written as a function of five primary variables in two dimensions: gas pressure, capillary pressure, temperature, and displacements. The standard finite-element shape functions are replaced by non-uniform rational B-splines that are used in isogeometric analysis. These basis functions possess a higher degree of continuity and can be used to construct an exact geometry when compared with their finite-element counterparts. Also, local mesh refinement at the mesh boundary is achieved easily with isogeometric basis functions. These properties make the isogeometric basis functions very suitable for describing the many transient processes that occur, especially in concrete at an early age. Isogeometric basis functions are implemented directly into an existing finite-element model. The accuracy of the isogeometric concept is compared and validated against the finite-element-based approach. The examples show that the isogeometric model is more accurate than the finite-element model on a per-degree-of-freedom basis.
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      Isogeometric Analysis of a Multiphase Porous Media Model for Concrete

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4243185
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    contributor authorE. W. Remij
    contributor authorF. Pesavento
    contributor authorY. Bazilevs
    contributor authorD. M. J. Smeulders
    contributor authorB. A. Schrefler
    contributor authorJ. M. Huyghe
    date accessioned2017-12-30T12:54:16Z
    date available2017-12-30T12:54:16Z
    date issued2018
    identifier other%28ASCE%29EM.1943-7889.0001380.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4243185
    description abstractThis paper presents isogeometric analysis of a hygro-thermo-chemo-mechanical concrete model at early age and beyond. Balance equations are introduced at the microscale and averaged to obtain balance equations at the macroscale. Constitutive laws are then applied directly at the macroscale. The final balance equations are mass, momentum, and energy based. These are written as a function of five primary variables in two dimensions: gas pressure, capillary pressure, temperature, and displacements. The standard finite-element shape functions are replaced by non-uniform rational B-splines that are used in isogeometric analysis. These basis functions possess a higher degree of continuity and can be used to construct an exact geometry when compared with their finite-element counterparts. Also, local mesh refinement at the mesh boundary is achieved easily with isogeometric basis functions. These properties make the isogeometric basis functions very suitable for describing the many transient processes that occur, especially in concrete at an early age. Isogeometric basis functions are implemented directly into an existing finite-element model. The accuracy of the isogeometric concept is compared and validated against the finite-element-based approach. The examples show that the isogeometric model is more accurate than the finite-element model on a per-degree-of-freedom basis.
    publisherAmerican Society of Civil Engineers
    titleIsogeometric Analysis of a Multiphase Porous Media Model for Concrete
    typeJournal Paper
    journal volume144
    journal issue2
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)EM.1943-7889.0001380
    page04017169
    treeJournal of Engineering Mechanics:;2018:;Volume ( 144 ):;issue: 002
    contenttypeFulltext
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