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A THERMOMECHANICAL DAMAGE APPROACH TO CONSTITUTIVE MODELS FOR RATE-INDEPENDENT DISSIPATIVE GEOMATERIALS 被引量:2
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作者 Xuan Guo Chenggang Zhao +1 位作者 Dajun Yuan Mengshu Wang 《Acta Mechanica Solida Sinica》 SCIE EI 2008年第1期73-84,共12页
This paper builds the formulations of hyperplastic damage theory for rate-independent geomaterials to describe the bulk and the likely damage behavior of granular materials. Using 2 kinematic internal variables and th... This paper builds the formulations of hyperplastic damage theory for rate-independent geomaterials to describe the bulk and the likely damage behavior of granular materials. Using 2 kinematic internal variables and the conjugates, dissipative and yield function can be reasonably introduced. A systematic constitutive presentation of 32 possible ways within the thermodynamical damage framework is presented, which entirely formulates the constitutive behavior through two scalar thermodynamic potentials. Combining the four common thermodynamical energy functions, two independent kinematic internal variables and the accordingly generalized stress are introduced to describe the damage behavior and structural rearrangement of the granules for any bulk deformation. A few Legendre transformations are used to establish the links between energy functions so that the complex incremental response of geomaterials can be entirely established from these four energy functions. The constitutive relations are built with the thermodynamics laws, which account for the important structural aspects of geomaterials. Some examples axe provided in the appendix to validate the applicability and implementation of the framework. This theory is based on previous work by Houlsby et al., and extends to the multi-mechanisms description. This framework paves a way in developing models for specific geomaterials with an examinable basis. 展开更多
关键词 thermomechanical damage approach hyperplastic energy dissipation
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岩石结构超塑性损伤本构理论及热力学框架 被引量:3
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作者 郭璇 张顶立 +3 位作者 赵成刚 张晓新 王梦恕 祝瑛 《岩石力学与工程学报》 EI CAS CSCD 北大核心 2016年第4期658-669,共12页
基于热力学势函数引入损伤理论,建立适用于深部岩体的新结构超塑性损伤本构框架。通过定义新内变量对:应变(损伤积累应变,结构重排应变)及相应广义应力、温度和熵,用4种热力学能量函数:内能,Helmholtz自由能,焓和Gibbs自由能描述岩石结... 基于热力学势函数引入损伤理论,建立适用于深部岩体的新结构超塑性损伤本构框架。通过定义新内变量对:应变(损伤积累应变,结构重排应变)及相应广义应力、温度和熵,用4种热力学能量函数:内能,Helmholtz自由能,焓和Gibbs自由能描述岩石结构超塑性本构关系。本理论框架即能满足热力学定律具有严格物理意义又能对结构性进行较合理考虑。通过Legendre变换建立各能量形式间的转换。利用运动内变量参数及其共轭变量(广义应力)引出耗散势。给出承压变温条件下深部岩体的塑形耗散函数或屈服函数形式,可反映损伤并考虑结构重排的体变行为,两者通过Legendre变换的退化特例进行联系。构建适用深部岩体热力学本构理论框架下具体的应力–应变增量本征关系及其新应用实例,并提供应用性的判断依据。该理论对深部地下工程实践中岩石的力学分析具有借鉴意义。 展开更多
关键词 岩石力学 广义热力学 损伤 结构超塑性 能量势 耗散势 屈服函数 应力–应变本构关系
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