完整後設資料紀錄
DC 欄位語言
dc.contributor.authorChen, C. M.en_US
dc.contributor.authorKam, T. Y.en_US
dc.date.accessioned2019-04-02T06:01:02Z-
dc.date.available2019-04-02T06:01:02Z-
dc.date.issued2007-10-01en_US
dc.identifier.issn0020-7403en_US
dc.identifier.urihttp://dx.doi.org/10.1016/j.ijmecsci.2007.03.001en_US
dc.identifier.urihttp://hdl.handle.net/11536/149279-
dc.description.abstractA two-level optimization procedure for determining elastic constants E-1, E-2, G(12), and v(12) of laminated composite materials using measured axial and lateral strains of two symmetric angle-ply beams with different fiber angles subjected to three-point-bending testing is presented. In the first-level optimization process, the theoretically and experimentally predicted axial and lateral strains of a [(45 degrees/-45 degrees)(6)](s) beam are used to construct the strain discrepancy function which is a measure of the sum of the squared differences between the experimental and theoretical predictions of the axial and lateral strains. The identification of the material constants is then formulated as a constrained minimization problem in which the best estimates of shear modulus and Poisson's ratio of the beam are determined to make the strain discrepancy function a global minimum. In the second-level optimization process, shear modulus and Poisson's ratio determined in the first level of optimization are kept constant and Young's moduli of the second angle-ply beam with fiber angles different from 45 degrees are identified by minimizing the strain discrepancy function established t this level of optimization. The suitability of the proposed procedure for material characterization of composite materials has been demonstrated by means of a number of examples. (c) 2007 Elsevier Ltd. All rights reserved.en_US
dc.language.isoen_USen_US
dc.subjectangle-ply beamen_US
dc.subjectelastic constantsen_US
dc.subjectidentificationen_US
dc.subjectoptimizationen_US
dc.titleA two-level optimization procedure for material characterization of composites using two symmetric angle-ply beamsen_US
dc.typeArticleen_US
dc.identifier.doi10.1016/j.ijmecsci.2007.03.001en_US
dc.identifier.journalINTERNATIONAL JOURNAL OF MECHANICAL SCIENCESen_US
dc.citation.volume49en_US
dc.citation.spage1113en_US
dc.citation.epage1121en_US
dc.contributor.department機械工程學系zh_TW
dc.contributor.departmentDepartment of Mechanical Engineeringen_US
dc.identifier.wosnumberWOS:000250996800004en_US
dc.citation.woscount0en_US
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