材料科学
剪切(地质)
复合材料
直剪试验
结构工程
碳纤维增强聚合物
纤维增强塑料
抗剪强度(土壤)
动态试验
应变率
钢筋混凝土
工程类
地质学
土壤科学
土壤水分
作者
Zhongyu Li,Junyuan Zhang,Jiale Chen,Guang Chen
标识
DOI:10.1080/13588265.2020.1858647
摘要
Shear strength evaluation in composites is still a problem that has not been fully solved. Dynamic shear strength evaluation is even more complicated. In present work, failure theories are used to determine the range of fiber orientations in which the evaluation of shear strength is feasible. The symmetrical laminate is used to eliminate coupled shear strain to improve measurement accuracy. Three different fiber orientation laminates are chosen for quasi-static tension test. And a combination of experimental and numerical method is carried out for high strain rate tests. The results show that the fiber orientation of ± 15° is suitable for evaluating the dynamic shear strength of CFRP (Carbon Fiber Reinforced Polymer). This study is of great significance to dynamic shear strength evaluation method of continuous fiber reinforced composites considering strain rate effect.
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