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拱脚沉陷对圆拱屈曲性能的影响 被引量:2
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作者 邓一三 王燕楠 《武汉大学学报(工学版)》 CAS CSCD 北大核心 2013年第6期772-775,共4页
根据弹性中心法,得到由拱脚沉陷引起的两端固支圆拱的附加内力,并通过能量法建立了基于拱脚沉陷的平衡方程和平衡稳定性方程,分析了拱脚沉陷对拱的屈曲性能的影响.研究表明:1)拱脚沉陷将导致拱极限屈曲荷载显著减小;2)不同的深坦度下,... 根据弹性中心法,得到由拱脚沉陷引起的两端固支圆拱的附加内力,并通过能量法建立了基于拱脚沉陷的平衡方程和平衡稳定性方程,分析了拱脚沉陷对拱的屈曲性能的影响.研究表明:1)拱脚沉陷将导致拱极限屈曲荷载显著减小;2)不同的深坦度下,拱脚沉陷对拱极限屈曲荷载的影响不同,拱越坦,其影响越明显;3)拱的长细比越小,拱脚沉陷对极限屈曲荷载的影响越明显;4)拱脚沉陷将改变拱屈曲方式的拱型几何参数分界值,拱的对称极值点屈曲的范围将随着拱脚沉陷的增加而扩大. 展开更多
关键词 拱脚沉陷 屈曲荷载 屈曲方式 能量法
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拱脚转动对圆拱稳定性的影响研究 被引量:1
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作者 邓一三 徐斌 王燕楠 《重庆交通大学学报(自然科学版)》 CAS 北大核心 2015年第1期22-24,39,共4页
根据能量法,建立基于拱脚转动的平衡方程和平衡稳定性方程,分析了拱脚转动对两端固支圆拱屈曲性能的影响。研究表明:拱脚转动将导致拱的极限屈曲荷载减小,越是深拱,其影响越明显;拱的长细比越小,拱脚转动对极限屈曲荷载的影响越明显;拱... 根据能量法,建立基于拱脚转动的平衡方程和平衡稳定性方程,分析了拱脚转动对两端固支圆拱屈曲性能的影响。研究表明:拱脚转动将导致拱的极限屈曲荷载减小,越是深拱,其影响越明显;拱的长细比越小,拱脚转动对极限屈曲荷载的影响越明显;拱脚转动将改变拱屈曲方式的拱型几何参数分界值,反对称的平衡分岔屈曲的范围将随着拱脚转动的增加而扩大。 展开更多
关键词 桥梁工程 拱脚转动 屈曲荷载 屈曲方式 能量法
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Mechanical behaviour of adhesively single lap joint under buckling conditions 被引量:1
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作者 Ferhat KADIOGLU 《Chinese Journal of Aeronautics》 SCIE EI CAS CSCD 2021年第2期154-164,共11页
Adhesive Single Lap Joints have been subjected to tensile and bending investigations by many researchers. However, the joint is also likely to experience buckling loading in some aerospace applications. The aim of thi... Adhesive Single Lap Joints have been subjected to tensile and bending investigations by many researchers. However, the joint is also likely to experience buckling loading in some aerospace applications. The aim of this work is to investigate the joint behaviour under quasi-static buckling conditions. For this purpose, the joints with three different adherend thicknesses and 25 mm overlap length were tested using two different types of adherends and an adhesive film. They were modelled using a non-linear Finite Element Method via the ABAQUS Explicit package programme.Load to failure and stress distributions in the joints were predicted and compared with the experimental results, which were found in a good agreement. The adhesive layer in the joint was assumed to experience shear stresses under the buckling mode, similar to that in tensile loading, yet, the stress concentrations at the ends of the overlap, the main cause of the failure, resulted in different effects on the joint performance;for the buckling mode the critical stresses were in compression but for the tensile case in peeling. Unlike the latter, the former was found to prevent failure of the layer depending on the adherend thickness, causing different failure mechanisms. There were two different failure modes of the joints;a complete failure in the adhesive layer and large plastic deformation of adherends which could be a good source for crashworthiness situations. Mechanical properties of the adherends were found to play important roles on the joint performance. 展开更多
关键词 Adhesive joins buckling mode energy absorption Finite element method Single lap joint
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