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岩石地基上柱下独立基础弯拉-膨胀破坏模式 被引量:1
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作者 李新春 阴可 黄继辉 《中国科技论文》 北大核心 2017年第13期1520-1525,1542,共7页
为研究不同宽高比的岩石地基上柱下独立基础的受力特性及破坏模式,制作了6个底面尺寸相同,高度不同的钢筋混凝土独立基础模型试件,并在岩石地基上进行了竖向荷载作用下的受力破坏试验。结合数值模拟计算结果对比分析了不同宽高比的基础... 为研究不同宽高比的岩石地基上柱下独立基础的受力特性及破坏模式,制作了6个底面尺寸相同,高度不同的钢筋混凝土独立基础模型试件,并在岩石地基上进行了竖向荷载作用下的受力破坏试验。结合数值模拟计算结果对比分析了不同宽高比的基础试件的破坏模式和受荷全过程的力学特性,提出岩石地基上柱下独立基础的破坏是弯曲拉应力与竖向受压导致基础侧向膨胀而产生的环向拉应力共同作用的结果,两者对基础破坏的贡献程度随基础宽高比变化。该种破坏模式的提出有助于岩石地基上柱下独立基础的合理设计。 展开更多
关键词 岩石地基 柱下独立基础 破坏模式 弯曲拉应力 环向应力
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谈飞机结构装配工艺中几个细节问题的完善
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作者 王伟 张引强 刘道庆 《航空制造技术》 2011年第9期85-87,共3页
基于飞机生产过程中长期固存的问题进行要点采摘,对于操作者在生产过程中的认识误区、原因分析做出比较详尽的叙述,对于完善设计和改良产品质量能够提供一定的帮助。
关键词 张力场 波纹角 次级弯曲拉应力
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关于居民住宅楼一层窗口下出现竖向裂缝现象的分析 被引量:2
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作者 郦洪晨 《科技创新导报》 2010年第4期254-254,共1页
当基础为条混和桩基时,经常在一层窗口下中间及两侧出现裂缝,这一现象较普遍,较理想的处理方法是在这些部位适当布筋做成配筋砌体提高其抗裂性,本文旨在通过力学的分析更好的解决实际工程问题。
关键词 裂缝 弯曲拉应力 基础
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Stress Analysis of Top Tensioned Riser Under Random Waves and Vessel Motions 被引量:11
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作者 LI Xiaomin GUO Haiyan MENG Fanshun 《Journal of Ocean University of China》 SCIE CAS 2010年第3期251-256,共6页
The bending stresses of top tensioned riser(TTR) under combined excitations of currents,random waves and vessel motions are presented in this paper,and the effect of the internal flowing fluid on the riser stresses is... The bending stresses of top tensioned riser(TTR) under combined excitations of currents,random waves and vessel motions are presented in this paper,and the effect of the internal flowing fluid on the riser stresses is also considered.The computation programs which are used to solve the differential equations in the time domain are compiled and the principal factors of concern including the angular movements at the upper and lower ends of the riser,lateral displacements and bending stresses are presented.Then the effects of current velocity,random wave,top tension,vessel mean offset,low frequency motion and internal flow velocity on the bending stresses of the riser are analyzed in detail. 展开更多
关键词 top tensioned riser (TTR) internal flow vessel motion dynamic response
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Extending application of asymmetric semi-circular bend specimen to investigate mixed mode Ⅰ/Ⅱ fracture behavior of granite 被引量:4
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作者 WU Qiu-hong XIE Cheng-long +4 位作者 XIE You-sheng ZHAO Yan-lin LI Xue-feng LIU Jie WENG Lei 《Journal of Central South University》 SCIE EI CAS CSCD 2022年第4期1289-1304,共16页
The asymmetric semi-circular bend(ASCB)specimen has been proposed to investigate the cracking behavior in different geo and construction materials and attracted the attention of researchers due to its advantages.Howev... The asymmetric semi-circular bend(ASCB)specimen has been proposed to investigate the cracking behavior in different geo and construction materials and attracted the attention of researchers due to its advantages.However,there are few studies on the fracture toughness determination of rock materials.In this work,a series of fracture tests were performed with the ASCB specimens made of granite.The onset of fracture,crack initiation angle and crack propagating trajectory was analyzed in detail combined with several mixed mode fracture criteria.The influence of the crack length on the mode Ⅰ/Ⅱ fracture toughness was studied.A comparison between the fracture toughness ratios predicted by varying criteria and experimental results was conducted.The relationship between experimentally determined crack initiation angles and curves of the generalized maximum tangential stress(GMTS)criterion was obtained.The fracture process of the specimen was recorded with the high-speed camera.The shortcomings of the ASCB specimens for the fracture toughness determination of rock materials were discussed.The results may provide a reference for analysis of mixed mode I and II fracture behavior of brittle materials. 展开更多
关键词 asymmetric semi-circular bend specimen rock fracture toughness crack growth trajectory crack initiation angle semi-circular bending generalized maximum tangential stress criterion
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