期刊文献+
共找到3篇文章
< 1 >
每页显示 20 50 100
辽吉朝褶皱带古元古宙岩浆核杂岩及其大地构造意义 被引量:17
1
作者 刘俊来 崔迎春 关会梅 《地质通报》 CAS CSCD 北大核心 2002年第4期202-206,共5页
通过对辽吉朝古元古代褶皱带的构造演化分析,尤其对褶皱带南带内发育的典型构造组合及相应出现的岩浆活动、变质作用和变形作用的系统构造分析,提出岩浆核杂岩是古元古代褶皱带早期演化过程中形成的主要构造型式。岩浆核杂岩主要由3种... 通过对辽吉朝古元古代褶皱带的构造演化分析,尤其对褶皱带南带内发育的典型构造组合及相应出现的岩浆活动、变质作用和变形作用的系统构造分析,提出岩浆核杂岩是古元古代褶皱带早期演化过程中形成的主要构造型式。岩浆核杂岩主要由3种成分、性质、特点及变质演化不同的构造单元构成,即核部岩浆杂岩、外部的滑覆体壳及其间的幔部顺层韧性剪切带。岩浆核杂岩的构造分析,揭示出它们形成于褶皱带早期阶段演化的伸展作用过程中。 展开更多
关键词 古元古宙 大地构造 岩浆核杂岩 辽吉朝褶皱带 构造演化 单剪模型 成因模式
下载PDF
Simple shear endochronic equations for finite plastic deformation
2
作者 JIANGWugui FUMingfu +1 位作者 CHENLiangsen GENGShiqi 《Journal of Chongqing University》 CAS 2004年第1期78-81,共4页
The endochronic equations proposed by Valanis (1980) were extended to a finite deformation range. Jaumanns rate, Fus rate and Wus rate were incorporated into the endochronic equations to analyze simple shear finite de... The endochronic equations proposed by Valanis (1980) were extended to a finite deformation range. Jaumanns rate, Fus rate and Wus rate were incorporated into the endochronic equations to analyze simple shear finite deformation. Incremental equations and numerical solutions are deduced for three endochronic objective models. The results show that an oscillatory shear stress response to a monotonically increasing shear strain occurs when the Jaumanns rate objective model is employed for endochronic materials. The oscillatory response is dependent on the adopted objective rate. Compared with the Jaumanns rate, the Fus rate and the Wus rate satisfy the restrictions to elastic-plastic constitutive relations and are in agreement with the experimental results. 展开更多
关键词 finite deformation endochronic equations simple shear oscillation objective rates
下载PDF
Research on Construction Process of Steel Box Girder Bridge and Its Stress Analysis
3
作者 ChengKANG 《International Journal of Technology Management》 2015年第3期104-106,共3页
The paper introduce the construction method of large segment hosting and its difficulty, and drawing up corresponding liner and stress monitoring plan. The paper gives the calculation method of shear area for such a b... The paper introduce the construction method of large segment hosting and its difficulty, and drawing up corresponding liner and stress monitoring plan. The paper gives the calculation method of shear area for such a big cantilever thin-walled steel box girder section, namely the shear coefficient computation theory of Professor Hu Haichang, and the use of this shear area perfect beam element model, structure model and the experiment prove that the shell model is more consistent, given a certain reference for similar section project. 展开更多
关键词 Construction control Long-span Steel box continuous girder Large segment hosting
下载PDF
上一页 1 下一页 到第
使用帮助 返回顶部