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    Optimal Design of a Class of Welded Structures Using Geometric Programming

    Source: Journal of Manufacturing Science and Engineering:;1976:;volume( 098 ):;issue: 003::page 1021
    Author:
    K. M. Ragsdell
    ,
    D. T. Phillips
    DOI: 10.1115/1.3438995
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Geometric Programming is a new technique developed to solve nonlinear engineering design problems including linear or nonlinear constraints. This paper illustrates the use of Geometric Programming in obtaining optimal design parameters for a class of welded beam structures. The procedure is illustrated through the solution of a particular welded beam design formulation. In G/P format the problem solved consists of 9 nonlinear constraints, 24 terms, 7 variables, with 16 degrees of difficulty and a nonlinear objective function. Geometric Programming is compared to several other solution techniques, and found to be very efficient. Computational experience suggests that other problems of this class may be solved with similar efficiency. The welded beam problem given is a real world design situation typical of many encountered in actual practice. The solution is given for the first time in this paper.
    keyword(s): Design , Computer programming AND Engineering design ,
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      Optimal Design of a Class of Welded Structures Using Geometric Programming

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/89020
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    contributor authorK. M. Ragsdell
    contributor authorD. T. Phillips
    date accessioned2017-05-08T23:01:21Z
    date available2017-05-08T23:01:21Z
    date copyrightAugust, 1976
    date issued1976
    identifier issn1087-1357
    identifier otherJMSEFK-27644#1021_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/89020
    description abstractGeometric Programming is a new technique developed to solve nonlinear engineering design problems including linear or nonlinear constraints. This paper illustrates the use of Geometric Programming in obtaining optimal design parameters for a class of welded beam structures. The procedure is illustrated through the solution of a particular welded beam design formulation. In G/P format the problem solved consists of 9 nonlinear constraints, 24 terms, 7 variables, with 16 degrees of difficulty and a nonlinear objective function. Geometric Programming is compared to several other solution techniques, and found to be very efficient. Computational experience suggests that other problems of this class may be solved with similar efficiency. The welded beam problem given is a real world design situation typical of many encountered in actual practice. The solution is given for the first time in this paper.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleOptimal Design of a Class of Welded Structures Using Geometric Programming
    typeJournal Paper
    journal volume98
    journal issue3
    journal titleJournal of Manufacturing Science and Engineering
    identifier doi10.1115/1.3438995
    journal fristpage1021
    journal lastpage1025
    identifier eissn1528-8935
    keywordsDesign
    keywordsComputer programming AND Engineering design
    treeJournal of Manufacturing Science and Engineering:;1976:;volume( 098 ):;issue: 003
    contenttypeFulltext
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