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A MATERIAL DEGRADATION APPROACH FOR FAILURE PREDICTION OF ACM-REINFORCED GLULAM BEAMS

机译:一种预测ACM增强胶束梁失效的材料降解方法

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A progressive failure analysis for glulam beams reinforced with advanced composite materials (ACMs) is presented in this paper. The failure analysis is accomplished with a Beam finite element with Layer-wise Constant Shear (BLCS), which can accurately compute stresses on each layer for any type of laminate. The progressive failure algorithm makes use of material degradation factors (DFs) and the Tsai-Wu and Maximum Stress Failure criteria. This is the first study that provides a general mechanics of composite materials formulation for the progressive failure analysis of hybrid laminated wood beams. Guidelines are given for the selection of material DFs, and both load- and displacement-controlled schemes are used to trace the response to failure. The experimental results of full-scale (0.1 × 0.34 × 5.79 m) Yellow-poplar glulam beams reinforced with pultruded glass fiber-reinforced plastic (GFRP) correlated closely with predicted values. The present model accurately predicts ultimate load and displacement of glulam-GFRP beams and qualitatively describes the failure accumulation and propagation through the laminate.
机译:本文介绍了用高级复合材料(ACM)增强的胶合木梁的渐进式破坏分析。失效分析是通过具有层状恒定剪切力(BLCS)的梁有限元完成的,该有限元可以精确计算任何类型的层压板在每一层上的应力。渐进式失效算法利用材料降解因子(DFs)以及Tsai-Wu和最大应力失效准则。这是首次为混合层压木梁的渐进式破坏分析提供复合材料配方的一般力学研究。给出了选择材料DF的准则,并且使用了载荷和位移控制方案来跟踪对故障的响应。挤拉玻璃纤维增​​强塑料(GFRP)增强的黄杨胶合木梁的全尺寸(0.1×0.34×5.79 m)的试验结果与预测值密切相关。本模型准确地预测了胶合纤维增强塑料梁的极限载荷和位移,并定性描述了通过层压板的破坏累积和传播。

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