首页> 外文会议>Sino-Japan Geotechnical Symposium November; 20071104-07; Chongqing(CN) >A DAMAGE COUPLED VISCO-ELASTIC COMPONENT MODEL FOR BRITTLE ROCKS
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A DAMAGE COUPLED VISCO-ELASTIC COMPONENT MODEL FOR BRITTLE ROCKS

机译:脆性岩石损伤耦合粘弹性分量模型

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摘要

To explain the time-dependent and damage behavior of brittle rocks, a generalized damage coupled visco-elastic(DVE) component model is presented. A simple DVE component model is discussed firstly; it consists of two units in parallel, i. e. a sub-model named brittle spring connected by a linear spring and a brittle cementation bar in series, and a Maxwell model, which are used to represent elasto-brittle and visco-elastic characteristics of brittle rocks, respectively.The new model is an extension of the Maxwell model and the three element component model similar to Merchant mode, and the initial, deceleration, acceleration and equal velocity creep can be depicted by it. Stress drop and strain softening stress-strain behavior can also be showed in the constant-rate-of-strain loading for mesoscopic heterogeneous brittle rocks. Based on the simple model, a generalized DVE component model composed of a Maxwell model and multi brittle springs is put forward. The progressing damage characteristics can be described by it in the constant-rate-of-strain loading for brittle rocks.
机译:为了解释脆性岩石随时间的变化和损伤行为,提出了广义损伤耦合粘弹性(DVE)组件模型。首先讨论了一个简单的DVE组件模型。它由两个并联的单元组成。 e。一个由线性弹簧和脆性胶结棒串联而成的名为脆性弹簧的子模型和一个Maxwell模型,分别用于表示脆性岩石的弹性-脆性和粘弹性特征。 Maxwell模型和类似于Merchant模式的三要素模型的模型,可以描述其初始,减速,加速度和等速蠕变。介观非均质脆性岩石的恒定应变速率载荷也可以显示应力下降和应变软化应力-应变行为。在简单模型的基础上,提出了由麦克斯韦模型和多脆性弹簧组成的广义DVE构件模型。不断发展的破坏特性可以用对脆性岩石的恒定应变率载荷来描述。

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