Dynamic rupture on a bimaterial interface governed by slip-weakening friction   总被引：3，自引：0，他引：3  

Zheqiang Shi  Yehuda Ben-Zion 《Geophysical Journal International》2006,165(2):469-484

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Theoretical and numerical analyses of pore-fluid flow patterns around and within inclined large cracks and faults   总被引：6，自引：0，他引：6  

Chongbin Zhao  B. E. Hobbs  A. Ord  P. Hornby  Shenglin Peng  Liangming Liu 《Geophysical Journal International》2006,166(2):970-988

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Discrete‐like crack simulation by smeared crack‐based FEM for reinforced concrete     

Yuichi Sato  Kazuhiro Naganuma 《地震工程与结构动力学》2007,36(14):2137-2152

A numerical process that simulates crack propagation in reinforced concrete through post‐crack stress redistribution is presented. This process is developed within the context of the smeared crack approach. Continuity and orientation of the reinforcing bar components are automatically recognized in the pre‐processing stage. The process explicitly outputs crack widths by computing the bond slips along reinforcement, without imposing any additional nodes between the reinforcement and concrete. The process is incorporated with a finite element algorithm, and the validation is investigated through sample 3D static analyses of nine concrete specimens subjected to monotonic shear and flexure loads. These specimens contain relatively well‐distributed steel bars and fiber reinforced polymer (FRP) sheets of reinforcement ratio from 0.11 to 0.57%. The analyses predict the crack patterns and crack widths well, although some disagreements are found between the test and the analysis results. The proposed process outputs discrete, continuous in crack directions, and element boundary‐free crack patterns. Copyright © 2007 John Wiley & Sons, Ltd.  相似文献   

钻杆失效理论分析方法初探          下载免费PDF全文

吕建国桂暖银  胡远彪 《探矿工程》2001,(5):55-57

从有限元分析构件裂纹周围的应力分布出发,导出钻杆中常出现的Ⅰ－Ⅲ型复合裂纹的失稳条件,通过编程计算了不同深度秒同倾角裂纹尖端处的应力强度因子,计算得到的临界裂纹深度可作为钻杆检测仪精度选择的参考,同时也为钻杆寿命评估提供了理论依据。  相似文献   

彬长矿区采陷裂缝影响因素分析     

田军 《中国煤炭地质》2008,(9):47-49

对彬长矿区地面裂缝进行了详细调查,指出该矿区地面裂缝的主要为开采塌陷引起的采陷裂缝,并对采陷裂缝的发育特征进行了归类。分析认为：采深增大,基岩厚度增大,覆岩的稳定性增强,对地面裂缝的规模控制也增强,60°～70°为塌陷裂缝边界范围圈定的指标值;工作面变宽,采厚变大,会加剧地面裂缝的产生和发展;“上硬下软”的地层结构,有利控制地表移动变形,关键层厚度增大,可以明显减缓地表移动;松散层厚度愈大,抗变形能力愈大的土层,其裂缝愈不发育;V型沟谷对裂缝的形成和发展影响较小,斜坡则对裂缝的发育有加剧作用;降雨对裂缝的发育有明显的加速作用。  相似文献   

Incorporating spatial variation in housing attribute prices: a comparison of geographically weighted regression and the spatial expansion method   总被引：10，自引：3，他引：7  

Christopher Bitter  Gordon F. Mulligan  Sandy Dall’erba 《Journal of Geographical Systems》2007,9(1):7-27

Hedonic house price models typically impose a constant price structure on housing characteristics throughout an entire market area. However, there is increasing evidence that the marginal prices of many important attributes vary over space, especially within large markets. In this paper, we compare two approaches to examine spatial heterogeneity in housing attribute prices within the Tucson, Arizona housing market: the spatial expansion method and geographically weighted regression (GWR). Our results provide strong evidence that the marginal price of key housing characteristics varies over space. GWR outperforms the spatial expansion method in terms of explanatory power and predictive accuracy.

Christopher BitterEmail:

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老龄半潜式钻井平台节点疲劳裂纹扩展寿命预报     

梁园华  杨清峡  闫小顺  杨蕖  李洛东 《海洋工程》2015,33(6):20-25

通过结合常规谱疲劳分析方法和裂纹扩展分析方法,给出了一种工程实用的评价老龄平台节点裂纹扩展寿命的方法,并以某一平台为例进行了验证计算。首先,基于谱疲劳分析得到各个节点在过去30年的节点疲劳损伤,然后,对损伤接近或大于1.0的节点进行基于单一曲线模型的裂纹扩展分析,以求得该节点在目前状态下裂纹扩展寿命。结果表明,目标平台计算疲劳热点满足继续使用的要求。此外,针对不同初始裂纹尺寸时的裂纹扩展寿命计算结果表明初始裂纹尺寸对疲劳裂纹扩展寿命影响很大。  相似文献   

Generation and Application of A Standardized Load-Time History to Tubular T-joints in Offshore Platforms     

李珊珊  崔维成 《海洋工程》2015,29(5):633-648

Marine structures are mostly made of metals and always experience complex random loading during their service periods. The fatigue crack growth behaviors of metal materials have been proved from laboratory tests to be sensitive to the loading sequence encountered. In order to take account of the loading sequence effect, fatigue life prediction should be based on fatigue crack propagation (FCP) theory rather than the currently used cumulative fatigue damage (CFD) theory. A unified fatigue life prediction (UFLP) method for marine structures has been proposed by the authors’ group. In order to apply the UFLP method for newly designed structures, authorities such as the classification societies should provide a standardized load-time history (SLH) such as the TWIST and FALSTAFF sequences for transport and fighter aircraft. This paper mainly aims at proposing a procedure to generate the SLHs for marine structures based on a short-term loading sample and to provide an illustration on how to use the presented SLH to a typical tubular T-joint in an offshore platform based on the UFLP method.  相似文献   

基于流固耦合理论的页岩水力压裂数值分析     

张健  李良  陈亮 《江苏地质》2017,41(4):619-623

水力压裂是一个涉及多相材料相互作用的复杂问题。针对岩石固相提出岩石应力平衡有限元方程,建立液相流动方程和质量守恒微分方程,推导水力压裂岩石流固耦合系统有限元方程。阐述计算模型,对裂缝的发育和扩展过程进行分析,并与实际试验结果进行对比,证明了计算结果的合理性。分析弹性模量对裂缝的影响情况,计算结果表明,随着弹性模量的增加,裂缝高度越来越小。  相似文献   

超声波振动下非均匀岩石损伤过程数值模拟与试验     

尹崧宇  赵大军  周宇  赵博 《吉林大学学报(地球科学版)》2017,47(2)

在振动载荷作用下,岩石内部细观缺陷的发展将导致其宏观力学性能的劣化。为了提高超声波振动碎岩效率,采用数值模拟与实验研究相结合的方法,对超声波振动下岩石内部的损伤过程进行分析;采用有限元与统计技术相结合的方法,建立岩石二维模型,引入损伤增量因子的概念,分析岩石非均匀性对岩石裂纹扩展过程的影响。研究结果表明:1)岩石材料在超声波振动下的损伤过程分为萌生、扩展、贯通3个阶段,随着非均匀系数的增加,岩石原始裂纹的扩展效率逐渐加快。2)损伤因子存在一个临界值,约为0.005 4:当某一时刻岩石的损伤因子低于0.005 4时,损伤增量因子与非均匀系数的响应关系不明显;当损伤因子高于0.005 4时,损伤增量因子随着非均匀系数的增大而急剧增大,此时岩石非均匀性对损伤因子的影响不容忽视。  相似文献