摘要
对于具有不同的拉压模量及软化特性的岩土类材料,提出了不同拉压模量及软化特性的控制参数,采用双剪统一强度理论推导了柱形孔扩张问题的应力及位移的统一解。分析了模量、模型和软化等控制参数对柱形孔扩张时的扩张压力、塑性区开展规律及应力场的影响。结果表明:圆孔极限扩张压力、塑性区的发展规律、应力场、位移场等均随着模量控制参数、模型参数及软化参数的变化而变化,因此若采用经典的弹性理论、单一的模型参数及传统的不考虑应变软化来对岩土类的工程材料进行设计计算,必会带来较大的误差。
For strain-softening materials with different elastic moduli in tension and compression, two governing parameters are introduced to take into account the difference in modulus and strain-softening properties. Based on twin shear unified strength theory, this paper derives unified solutions to calculate the stress and displacement fields of expansion of cylindrical cavity. Influences of several factors are analyzed including differences in elastic moduli in tension and compression, difference in models and strain-softening rates, and the development of plastic zone. The results show the ultimate expansion pressure, stress and displacement fields and the development of plastic zone depend on the elastic modular, models and strain-softening properties. If classic elastic theory and single model are adopted and strain-softening properties are neglected, large errors may be resulted in .
出处
《工程力学》
EI
CSCD
北大核心
2008年第9期79-84,92,共7页
Engineering Mechanics
基金
国家自然科学基金项目(50708097)
中国博士后科学基金一等项目(20060400317)
浙江省高等学校中青年学科带头人项目
浙江省教育厅基金项目(20061459)
浙江省高校青年教师计划项目(0202303005)
关键词
柱形孔扩张问题
岩土类材料
双剪统一强度理论
不同模量弹性理论
应力跌落模型
应变软化
expansion of cylindrical cavity
geomaterials
twin shear unified strength theory
elastic theory with different moduli in tension and compression
stress-dropping model
strain-softening
