威布尔分布
材料科学
复合材料
抗弯强度
弯曲
张力(地质)
极限抗拉强度
捆绑
压缩(物理)
屈曲
复合数
威布尔模量
结构工程
数学
统计
工程类
标识
DOI:10.1177/002199839202600805
摘要
Weibull theory predicts a higher strength in bending than in tension. How ever it assumes that failure initiates from a critical defect, whereas many unidirectional composites fail gradually in bending. A model has been developed of the composite as a bundle, each element of which consists of a small bundle of fibres. The resin is assumed to stabilise the bundle against buckling under compression, whilst allowing the individual elements to split and behave independently in tension. This model also predicts higher strength in bending than in tension, with a ratio of similar order of magnitude to that pre dicted by Weibull theory. The new model provides an explanation for the different strengths in bending and tension which is consistent with the progressive, noncatastrophic failure process which is often observed in bending tests of unidirectional composites.
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