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斜井在表土段时底板承载力的初探 被引量:2
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作者 王襄禹 柏建彪 高祥 《能源技术与管理》 2004年第6期16-18,共3页
 针对斜井在表土段出现的井壁断裂、开缝、顶底板及两帮强烈相对移近的情况,用太沙基公式建立了斜井底板承载力计算模型,并针对斜井底板倾斜的情况对计算模型作了一些修正。根据计算模型定性分析了影响底板承载力的参数,为提高底板承...  针对斜井在表土段出现的井壁断裂、开缝、顶底板及两帮强烈相对移近的情况,用太沙基公式建立了斜井底板承载力计算模型,并针对斜井底板倾斜的情况对计算模型作了一些修正。根据计算模型定性分析了影响底板承载力的参数,为提高底板承载力提供了理论依据。 展开更多
关键词 底板承载力 钢塑性材料 稳定性
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Elastoplastic analysis of knee bracing frame 被引量:1
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作者 黄真 李庆松 陈龙珠 《Journal of Zhejiang University-Science A(Applied Physics & Engineering)》 SCIE EI CAS CSCD 2005年第8期784-789,共6页
The knee bracing steel frame (KBF) is a new kind of energy dissipating frame, which combines excellent ductility and lateral stiffness. As the structural fuse of the frame, the knee element will yield first during a s... The knee bracing steel frame (KBF) is a new kind of energy dissipating frame, which combines excellent ductility and lateral stiffness. As the structural fuse of the frame, the knee element will yield first during a severe earthquake so that no damage occurs to the major structural members and the rehabilitation is easy and economical. To help fully understand the relations be- tween its seismic performance and the structural parameters, systematic elastoplastic analysis of the KBF structure with finite element method was conducted in this work. Finally, general design recommendations were made according to the results of the analysis. 展开更多
关键词 Steel frame Knee bracing frame Elastoplastic analysis
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Formability of the AMS 5596 Sheet in Comparison with EDDQ Steel Sheet
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《Journal of Mechanics Engineering and Automation》 2014年第1期72-77,共6页
Some materials form better than others, moreover, a material that has the best formability for one stamping may behave very poorly in a stamping of another Configuration. The forming limit of a metal sheet is generall... Some materials form better than others, moreover, a material that has the best formability for one stamping may behave very poorly in a stamping of another Configuration. The forming limit of a metal sheet is generally given in terms of the limiting principal strains under different loading conditions and represented by the so-called FLD (forming limit diagram). In view of the difficulty to experimentally determine the forming limits, many researchers have sought to predict FLD. The formability of sheet metal has frequently been expressed by the value of strain hardening exponent and plastic anisotropy ratio. The stress-strain and hardening behaviour of a material is very important in determining its resistance to plastic instability. For these reasons, extensive test programs are often carried out in an attempt to correlate material formability with value of some mechanical properties. In this study, mechanical properties and the FLD of the AMS 5596 sheet metal was determined by using uniaxial tensile test and Marciniak's flat bottomed punch test respectively. 展开更多
关键词 Sheet metal FORMABILITY limit strain strain hardening plastic anisotropy.
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