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地面拉锚式钢板桩内力计算的弹性曲线法
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作者 崇劲松 钱德玲 丁明 《合肥工业大学学报(自然科学版)》 CAS CSCD 2003年第5期1073-1078,共6页
文章根据静力平衡条件按弹性曲线法和等值梁法相结合的原理,使在非均质土的计算中无需将各层土加权平均换算成均质土而直接分层计算,给出了计算地面拉锚式钢板桩支护结构土压力及其内力的分析方法,并在一实际工程中运用了该方法,取得了... 文章根据静力平衡条件按弹性曲线法和等值梁法相结合的原理,使在非均质土的计算中无需将各层土加权平均换算成均质土而直接分层计算,给出了计算地面拉锚式钢板桩支护结构土压力及其内力的分析方法,并在一实际工程中运用了该方法,取得了良好的效果。 展开更多
关键词 地面拉锚式 钢板桩 内力计算 弹性曲线法 基坑支护 土压力 模型 插入深度 应用 等代内摩擦角
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Algorithm design and application of novel GM-AGC based on mill stretch characteristic curve 被引量:5
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作者 姬亚锋 张殿华 +3 位作者 陈树宗 孙杰 李旭 邸洪双 《Journal of Central South University》 SCIE EI CAS 2014年第3期942-947,共6页
As the spring equation is limited to the accuracy of mill stiffness and the linearity of the mill spring curve, the traditional gaugemeter automatic gauge control(GM-AGC) system based on spring equation cannot meet th... As the spring equation is limited to the accuracy of mill stiffness and the linearity of the mill spring curve, the traditional gaugemeter automatic gauge control(GM-AGC) system based on spring equation cannot meet the requirements of practical production. In allusion to this problem, a kind of novel GM-AGC system based on mill stretch characteristic curve was proposed. The error existing in calculating strip thickness by spring equation were analyzed first. And then the mill stretch characteristic curve which could effectively eliminate the influence of mill stiffness was described. The novel GM-AGC system has been applied successfully in a hot strip mill, the application results show that the thickness control precision is improved significantly, with the novel GM-AGC system, over 98.6% of the strip thickness deviation of 3.0 mm class can be controlled within the target tolerances of ±20 μm. 展开更多
关键词 hot strip mill gauge meter automatic gauge control mill stretch characteristic curve mill stiffness
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Press cutting of thin-walled round pipe for producing curvilinear end
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作者 温彤 陈霞 《Journal of Central South University》 SCIE EI CAS 2012年第2期304-311,共8页
In order to obtain a basic understanding of the unwanted distortions in the pipe wall during the press cutting process, the deformation of a thin-walled round pipe to form a curvilinear end was numerically and experim... In order to obtain a basic understanding of the unwanted distortions in the pipe wall during the press cutting process, the deformation of a thin-walled round pipe to form a curvilinear end was numerically and experimentally studied. Vector analysis was used to study the relationship between the punch shape and the collapse of the cut-end. Stamping experiments on AISI 1020 steel pipe were conducted using different angles a and β defining the shape of the punch. The elasto-plastic finite element method that allows consideration of a ductile fracture was also employed to study the process. The results show that the deformation of the pipe end after press cutting is inβuenced mostly by the shape of the punch. A satisfactory quality of the curvilinear end of the pipe can be obtained if the appropriate geometric parameters of the punch are chosen. The pipe-wall collapse in the upper part of the section is decreased when a and β increase. The recommended values for a and β lie within 30°-50°. The hole on the underside of the punch has less inβuence on the quality of the cut-end, and the wall distortion and the generation of burr on the cut-end can be satisfactorily simulated using the fracture criterion of Brozzo or the normalized criterion of Cockcroft and Latham. 展开更多
关键词 PIPE press cutting vector analysis finite element method
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