摘要
从岩石的细观结构层次出发,应用损伤力学和热弹性理论,对热力耦合作用下岩石破裂过程中热-应力-损伤相互作用关系进行了分析。初步建立了细观热-应力-损伤(TMDmodel,thermal-mechanical-damage)耦合数值模型,并在岩石破裂过程分析系统RFPA2D中加实现。运用该数值模型计算模拟均匀与非均匀材料试样在热力耦合作用下的应力分布及破坏形态,通过与理论及试验结果对比,证明了该数值模型的合理性和有效性。
Based on the heterogeneous characteristics of rock at mesoscopic level, the thermal-stress-damage coupled action during the failure process of rock subjected to thermal stress is described with elastic damage mechanics and thermal-elastic theory. A mesoscopic thermal-mechanical-damage coupling model, implemented in rock failure process system, RFPA^2D, is proposed. The RFPA^2D is used to simulate the stress distribution and failure patterns in homogeneous and heterogeneous specimen subjected to thermal loading. The numerical results coincide well with the corresponding mathematic resolution and experimental results; so it is proved that the proposed model as well as the numerical system (RFPA^2D) are reasonable and effective in investigating the failure of heterogeneous materials under thermal stress.
出处
《岩土力学》
EI
CAS
CSCD
北大核心
2006年第10期1727-1732,共6页
Rock and Soil Mechanics
基金
国家自然科学基金重大项目(No.50490274)
中国科学院岩土力学重点实验室开放基金资助(No.Z110404)。
关键词
岩石破裂
非均匀性
损伤
热传导率
数值模拟
rock failure
heterogeneity
damages
thermal conductivity
numerical simulation