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    Computer Graphics for Nonlinear Strut-Tie Model Approach

    Source: Journal of Computing in Civil Engineering:;2000:;Volume ( 014 ):;issue: 002
    Author:
    Young Mook Yun
    DOI: 10.1061/(ASCE)0887-3801(2000)14:2(127)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an interactive computer graphics program for implementing the nonlinear strut-tie model approach for the practical design and analysis of disturbed regions in structural concrete. The graphics program consists of three parts. The first and second parts are considered as the pre- and post-processors for a nonlinear finite-element analysis of 2D plain concrete and plane truss structures. The results of the first part provide guidance in the development of strut-tie models and in the evaluation of effective strength levels for concrete struts. The third part is a design routine for dimensioning and detailing the components of the developed strut-tie model. This graphics program implementing the nonlinear strut-tie model approach has been shown to be efficient in the development, analysis, and detailing of strut-tie models for the analysis and design of structural concrete including disturbed regions.
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      Computer Graphics for Nonlinear Strut-Tie Model Approach

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    http://yetl.yabesh.ir/yetl1/handle/yetl/43014
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    contributor authorYoung Mook Yun
    date accessioned2017-05-08T21:12:53Z
    date available2017-05-08T21:12:53Z
    date copyrightApril 2000
    date issued2000
    identifier other%28asce%290887-3801%282000%2914%3A2%28127%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43014
    description abstractThis paper presents an interactive computer graphics program for implementing the nonlinear strut-tie model approach for the practical design and analysis of disturbed regions in structural concrete. The graphics program consists of three parts. The first and second parts are considered as the pre- and post-processors for a nonlinear finite-element analysis of 2D plain concrete and plane truss structures. The results of the first part provide guidance in the development of strut-tie models and in the evaluation of effective strength levels for concrete struts. The third part is a design routine for dimensioning and detailing the components of the developed strut-tie model. This graphics program implementing the nonlinear strut-tie model approach has been shown to be efficient in the development, analysis, and detailing of strut-tie models for the analysis and design of structural concrete including disturbed regions.
    publisherAmerican Society of Civil Engineers
    titleComputer Graphics for Nonlinear Strut-Tie Model Approach
    typeJournal Paper
    journal volume14
    journal issue2
    journal titleJournal of Computing in Civil Engineering
    identifier doi10.1061/(ASCE)0887-3801(2000)14:2(127)
    treeJournal of Computing in Civil Engineering:;2000:;Volume ( 014 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian