竹子
材料科学
复合材料
断裂韧性
断裂(地质)
断裂力学
结构工程
工程类
作者
Yao Wu,Zhichao Wan,Zhi Li
出处
期刊:Structures
[Elsevier]
日期:2022-10-18
卷期号:45: 2226-2238
被引量:5
标识
DOI:10.1016/j.istruc.2022.10.050
摘要
Fracture caused by crack propagation is prevalent in bamboo laminate. Mode I fracture of bamboo laminate in which the fracture surface is composed of multilayer strips with fracture along the Tangential-Longitudinal (T-L) direction was studied. The load-crack opening mouth displacement (CMOD) curves of Mode I fracture, and the post-peak behavior of bamboo laminate were analyzed. The Mode I fracture toughness was calculated based on the modified beam theory. The effect of the bamboo node on fracture toughness was studied. The Mode I fracture toughness of bamboo laminate increases with the crack growth due to bamboo nodes. The toughening mechanism is the interlocking effect and fiber bridging on the uneven fracture surface. The mean value of the Mode I fracture toughness of unidirectional bamboo laminate panels along the y-x direction of the unidirectional bamboo laminate was suggested to be 225.7 J/m2 for the estimation of bamboo-steel-bamboo connections' bearing capacities. Based on the measured fracture properties of bamboo laminate and the fracture mechanics models, the brittle bearing capacities of the bamboo-steel-bamboo connections were discussed at the end of this research.
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