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- W2312976323 abstract "The effects of hole size, location, and layup upon the response of highly post-buckled composite shear webs were investigated experimentally and analytically. Thirty-six shear panel specimens were fabricated and statically loaded to failure. Strain gages were used to obtain extensional and bending strain data local to the hole edges. Failure modes and strength behavior were governed principally by diagonal tension stresses, rather than flexural stresses at the buckles. Geometrically nonlinear finite element models (PATRAN pre/postprocessing and ABAQUS solution) were used in global load-strain correlation studies. Correlation was excellent, in consideration of the gage dimensions and the gradient nature of the local strain field. Notched tension and flexure coupon tests, along with corresponding finite element models, were used to investigate local failure mechanisms further." @default.
- W2312976323 created "2016-06-24" @default.
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- W2312976323 date "2002-04-22" @default.
- W2312976323 modified "2023-10-05" @default.
- W2312976323 title "Comparison of Experiments and Nonlinear Analysis for Post-Buckled Composite Shear Panels with Holes" @default.
- W2312976323 cites W17716457 @default.
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- W2312976323 doi "https://doi.org/10.2514/6.2002-1405" @default.
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