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动静组合加载下花岗岩损伤断裂特征
引用本文:万国香,王其胜.动静组合加载下花岗岩损伤断裂特征[J].嘉应学院学报,2013,31(2):37-39.
作者姓名:万国香  王其胜
作者单位:1. 嘉应学院物理与光信息科技学院,广东梅州,514015
2. 嘉应学院土木工程学院,广东梅州,514015
基金项目:广东省高校优秀青年创新人才培育项目,梅州市自然科学研究项目
摘    要:在霍普金森试验系统上进行了花岗岩破坏的动静组合加载实验,根据实验结果,分析了岩石在动静组合加载下损伤断裂机制与特征.结果表明,不同动静组合加载下岩石破碎的粒度分布具有明显的率变效应;采用张开位移法计算出了岩石破裂时裂纹的宽度.

关 键 词:动静组合加载  花岗岩  损伤  断裂

Damage and Fracture Property of Granite under Coupled Static-dynamic Load
WAN Guo-xiang , WANG Qi-sheng.Damage and Fracture Property of Granite under Coupled Static-dynamic Load[J].Journal of Jiaying University,2013,31(2):37-39.
Authors:WAN Guo-xiang  WANG Qi-sheng
Institution:WAN Guo - xiang1, WANG Qi - sheng2 (1. School of Physics and Optical Information, Jiaying University, Meizhou 514015, China; 2. School of Civil Engineering, Jiaying University, Meizhou 514015, China)
Abstract:The tests of granite failure under coupled static - dynamic load were made on the SHPB test system. Damage and fracture property of granite under coupled static - dynamic load had been analyzed based on the experi- mental results. The results show that the fractal dimension has significant effect relating to strain rate of samples. The width of crack had been calculated using opening - displacement method.
Keywords:coupled static - dynamic load  granite  damage  fracture
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