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    Computer Graphics in Detailing Strut‐Tie Models

    Source: Journal of Computing in Civil Engineering:;1992:;Volume ( 006 ):;issue: 002
    Author:
    Abdulsalam Alshegeir
    ,
    Julio Ramirez
    DOI: 10.1061/(ASCE)0887-3801(1992)6:2(220)
    Publisher: American Society of Civil Engineers
    Abstract: An interactive computer‐graphics program implementing the strut‐tie model approach for analysis and design of reinforced and prestressed concrete members is presented. The program consists of three parts. The first and second parts can be considered as a pre‐ and postprocessor for a finite element code to analyze plane stress and plane strain problems as well as plane truss problems. The results of the first part (direction of compressive principal stresses) provide guidance in the development of strut‐tie models. In the second part of the program, the chosen strut‐tie model is analyzed to determine the forces in the individual components of the model. The third part is a design routine for dimensioning and detailing the components of the proposed strut‐tie model (struts, nodes, ties). The features and the interaction between the parts of the program are demonstrated with the design of a reinforced concrete, dapped‐end beam. Computer graphics is shown to be an efficient way to develop and detail strut‐tie models for the design of reinforced concrete structures.
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      Computer Graphics in Detailing Strut‐Tie Models

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    http://yetl.yabesh.ir/yetl1/handle/yetl/42722
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    contributor authorAbdulsalam Alshegeir
    contributor authorJulio Ramirez
    date accessioned2017-05-08T21:12:24Z
    date available2017-05-08T21:12:24Z
    date copyrightApril 1992
    date issued1992
    identifier other%28asce%290887-3801%281992%296%3A2%28220%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/42722
    description abstractAn interactive computer‐graphics program implementing the strut‐tie model approach for analysis and design of reinforced and prestressed concrete members is presented. The program consists of three parts. The first and second parts can be considered as a pre‐ and postprocessor for a finite element code to analyze plane stress and plane strain problems as well as plane truss problems. The results of the first part (direction of compressive principal stresses) provide guidance in the development of strut‐tie models. In the second part of the program, the chosen strut‐tie model is analyzed to determine the forces in the individual components of the model. The third part is a design routine for dimensioning and detailing the components of the proposed strut‐tie model (struts, nodes, ties). The features and the interaction between the parts of the program are demonstrated with the design of a reinforced concrete, dapped‐end beam. Computer graphics is shown to be an efficient way to develop and detail strut‐tie models for the design of reinforced concrete structures.
    publisherAmerican Society of Civil Engineers
    titleComputer Graphics in Detailing Strut‐Tie Models
    typeJournal Paper
    journal volume6
    journal issue2
    journal titleJournal of Computing in Civil Engineering
    identifier doi10.1061/(ASCE)0887-3801(1992)6:2(220)
    treeJournal of Computing in Civil Engineering:;1992:;Volume ( 006 ):;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