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    Failure Criteria for Fibrous Anisotropic Materials

    Source: Journal of Materials in Civil Engineering:;1993:;Volume ( 005 ):;issue: 002
    Author:
    Seng C. Tan
    ,
    Shun Cheng
    DOI: 10.1061/(ASCE)0899-1561(1993)5:2(198)
    Publisher: American Society of Civil Engineers
    Abstract: A general failure criterion for fibrous anisotropic materials is developed in the paper. Since the strength of a lamina should depend on the lamina angle and be symmetric with respect to this angle, the strength of an off‐axis lamina may be expressed as a cosine series. The criterion has the flexibility of any desired degree of accuracy. This capability is needed for complicated materials such as wood and composites. Hankinson's empirical formula for uniaxial loading can be derived by using only the first two terms of the present approach. The accuracy of the criterion is justified through the comparison with experimental data for several material systems subjected to uniaxial and combined loading. The present criterion is also compared with other criteria as well and results are presented in figures. One of the main features of this criterion is that it does not need the shear strength of a material, which is difficult to determine experimentally.
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      Failure Criteria for Fibrous Anisotropic Materials

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    https://yetl.yabesh.ir/yetl1/handle/yetl/45325
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    contributor authorSeng C. Tan
    contributor authorShun Cheng
    date accessioned2017-05-08T21:16:44Z
    date available2017-05-08T21:16:44Z
    date copyrightMay 1993
    date issued1993
    identifier other%28asce%290899-1561%281993%295%3A2%28198%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45325
    description abstractA general failure criterion for fibrous anisotropic materials is developed in the paper. Since the strength of a lamina should depend on the lamina angle and be symmetric with respect to this angle, the strength of an off‐axis lamina may be expressed as a cosine series. The criterion has the flexibility of any desired degree of accuracy. This capability is needed for complicated materials such as wood and composites. Hankinson's empirical formula for uniaxial loading can be derived by using only the first two terms of the present approach. The accuracy of the criterion is justified through the comparison with experimental data for several material systems subjected to uniaxial and combined loading. The present criterion is also compared with other criteria as well and results are presented in figures. One of the main features of this criterion is that it does not need the shear strength of a material, which is difficult to determine experimentally.
    publisherAmerican Society of Civil Engineers
    titleFailure Criteria for Fibrous Anisotropic Materials
    typeJournal Paper
    journal volume5
    journal issue2
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(1993)5:2(198)
    treeJournal of Materials in Civil Engineering:;1993:;Volume ( 005 ):;issue: 002
    contenttypeFulltext
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