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    Finite Element Analysis of Jointed Concrete Pavements

    Source: Journal of Transportation Engineering, Part A: Systems:;1983:;Volume ( 109 ):;issue: 005
    Author:
    Yang H. Huang
    ,
    Xue‐Jun Deng
    DOI: 10.1061/(ASCE)0733-947X(1983)109:5(689)
    Publisher: American Society of Civil Engineers
    Abstract: A finite element method programmed for a computer is presented for determining the stresses and deflections in multiple slabs on elastic solids. The method is an extension to that presented in a previous paper by applying the analysis from two slabs to multiple slabs with various types of shear transfer across the joints and by incorporating a method of successive approximations for checking partial contact. These modifications make possible the application of the computer program to many practical cases which could not be analyzed previously. Comparisons of the stresses and deflections obtained by the method with those measured in the Arlington test for several cases of loading show that if the load is away from the pavement edge, the finite element solutions based on full contact check reasonably well with the experimental measurements. However, if the load is applied near to the pavement edge, the computed deflections based on partial contact check more closely with the measured deflections than those based on full contact.
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      Finite Element Analysis of Jointed Concrete Pavements

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    http://yetl.yabesh.ir/yetl1/handle/yetl/36112
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    • Journal of Transportation Engineering, Part A: Systems

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    contributor authorYang H. Huang
    contributor authorXue‐Jun Deng
    date accessioned2017-05-08T21:01:57Z
    date available2017-05-08T21:01:57Z
    date copyrightSeptember 1983
    date issued1983
    identifier other%28asce%290733-947x%281983%29109%3A5%28689%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/36112
    description abstractA finite element method programmed for a computer is presented for determining the stresses and deflections in multiple slabs on elastic solids. The method is an extension to that presented in a previous paper by applying the analysis from two slabs to multiple slabs with various types of shear transfer across the joints and by incorporating a method of successive approximations for checking partial contact. These modifications make possible the application of the computer program to many practical cases which could not be analyzed previously. Comparisons of the stresses and deflections obtained by the method with those measured in the Arlington test for several cases of loading show that if the load is away from the pavement edge, the finite element solutions based on full contact check reasonably well with the experimental measurements. However, if the load is applied near to the pavement edge, the computed deflections based on partial contact check more closely with the measured deflections than those based on full contact.
    publisherAmerican Society of Civil Engineers
    titleFinite Element Analysis of Jointed Concrete Pavements
    typeJournal Paper
    journal volume109
    journal issue5
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)0733-947X(1983)109:5(689)
    treeJournal of Transportation Engineering, Part A: Systems:;1983:;Volume ( 109 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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