2021
DOI: 10.1016/j.compstruc.2021.106646
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Failure analysis of anisotropic materials using computational homogenised limit analysis

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Cited by 8 publications
(2 citation statements)
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“…10,28 Tsai-Wu composite failure criteria is employed. 29 The CFRP inner and outer side panels, roof, and floor were initially designed with a uniform thickness of 4.8, 3.2, 3.2, and 2.4 mm, respectively, with the plies stacked in the sequence [0°/ 645°/90°] to attain a performance comparable to that of the original metallic body (Table 4).…”
Section: Design For Body Panelsmentioning
confidence: 99%
“…10,28 Tsai-Wu composite failure criteria is employed. 29 The CFRP inner and outer side panels, roof, and floor were initially designed with a uniform thickness of 4.8, 3.2, 3.2, and 2.4 mm, respectively, with the plies stacked in the sequence [0°/ 645°/90°] to attain a performance comparable to that of the original metallic body (Table 4).…”
Section: Design For Body Panelsmentioning
confidence: 99%
“…Specifically, shell elements (CQUAD4, CTRIA3) and the PCOMPP property are applied, that is, the FEM of CFRP laminate is established using an equivalent single-layer method, 39 and the smooth transition of plies between different partitions can be achieved by assigning the integration points of elements. The two-dimensional orthotropic material model (MAT8) with Tsai–Wu failure criteria 40 was used.…”
Section: Application Examplementioning
confidence: 99%