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三轴压缩岩石细观损伤扩展特性CT实时检测
引用本文:任建喜.三轴压缩岩石细观损伤扩展特性CT实时检测[J].实验力学,2001,16(4):387-395.
作者姓名:任建喜
作者单位:上海交通大学,
基金项目:陕西省自然科学基金(2001D07),陕西省教育厅专项基金(00JK216)资助项目
摘    要:利用作者最新研制的与CT(computerized tomography)机配套的专用加载设备,完成了三轴压缩荷载作用下岩石破坏全过程的细观损伤扩展规律的实时CT检测试验。得到了在不同荷载作用下岩石中微孔洞被压密、微裂纹萌生、分叉、发展、断裂、破坏、卸载等各个阶段清晰的CT图像。对得到的CT数、CT图像等数据进行了分析,引入了初始损伤影响因子和闭合影响系数,定义了一个基于CT数的损伤变量,基于岩石细观损伤演化CT试验的结果,给出了岩石应力损伤门槛值,将岩石应力应变全过程曲线分为5段,得到了岩石损伤扩展的初步规律。

关 键 词:CT实时试验  细观损伤演化  三轴压缩岩石  岩石损伤力学
文章编号:1001-4888(2001)04-0387-09
修稿时间:2001年1月18日

Real-time CT Monitoring for the Meso-damage Propagation Characteristics of Rock Under Triaxial Compression
REN Jian-xi.Real-time CT Monitoring for the Meso-damage Propagation Characteristics of Rock Under Triaxial Compression[J].Journal of Experimental Mechanics,2001,16(4):387-395.
Authors:REN Jian-xi
Abstract:The real-time computerized tomography (CT) testing for the meso-damage propagation law of sandstone failure under triaxial compression has been completed by using the newest triaxial loading equipment developed by the authors associated with the CT machine. Through the CT scanning, clear CT images are obtained for the micro-crack compressed, crack-growth, bifurcation, development, crack fracture,the rock sample failure and the unloading stage. The CT values, CT images and other data have been analyzed, the initial damage effect factor and the closed effect coefficient are introduced, and a new damage variable based on the CT values is defined. Based on the results of the CT testing of meso-damage evolution law of rock, the stress threshold value of meso-damage of rock is given, and the stress-strain complete curve of rock is divided into 5 sections. The initial rock damage propagation law is given.
Keywords:CT real-time testing  rock  meso-damage evolution
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