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    Principal Direction Paths in Tension‐Torsion Test at Finite Strain

    Source: Journal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 005
    Author:
    Ali H. Al‐Gadhib
    ,
    Kerry S. Havner
    DOI: 10.1061/(ASCE)0733-9399(1990)116:5(1002)
    Publisher: American Society of Civil Engineers
    Abstract: General equations are presented for the determination of principal direction paths of each of the Lagrangian strain ellipsoid, Eulerian strain ellipsoid, strain rate, and Cauchy stress for uniform finite deformation of thin‐walled tubes in combined tension and torsion. Specific paths are evaluated from experimental results for nonproportional loading of tubes of annealed copper (Bell and Khan 1980) and mild steel (Bell 1983a). It is found that the principal directions of Cauchy stress are not correlated with either of the strain ellipsoids, but that Cauchy stress and Eulerian strain rate are very nearly coaxial throughout the moderate finite‐deformation range of the experiments.
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      Principal Direction Paths in Tension‐Torsion Test at Finite Strain

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    contributor authorAli H. Al‐Gadhib
    contributor authorKerry S. Havner
    date accessioned2017-05-08T22:32:40Z
    date available2017-05-08T22:32:40Z
    date copyrightMay 1990
    date issued1990
    identifier other%28asce%290733-9399%281990%29116%3A5%281002%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/82352
    description abstractGeneral equations are presented for the determination of principal direction paths of each of the Lagrangian strain ellipsoid, Eulerian strain ellipsoid, strain rate, and Cauchy stress for uniform finite deformation of thin‐walled tubes in combined tension and torsion. Specific paths are evaluated from experimental results for nonproportional loading of tubes of annealed copper (Bell and Khan 1980) and mild steel (Bell 1983a). It is found that the principal directions of Cauchy stress are not correlated with either of the strain ellipsoids, but that Cauchy stress and Eulerian strain rate are very nearly coaxial throughout the moderate finite‐deformation range of the experiments.
    publisherAmerican Society of Civil Engineers
    titlePrincipal Direction Paths in Tension‐Torsion Test at Finite Strain
    typeJournal Paper
    journal volume116
    journal issue5
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1990)116:5(1002)
    treeJournal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 005
    contenttypeFulltext
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