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界面特性对短纤维金属基复合材料蠕变行为的影响 被引量:4
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作者 姜云鹏 岳珠峰 万建松 《计算力学学报》 EI CAS CSCD 北大核心 2003年第6期743-748,共6页
基于短纤维增强金属基复合材料(MMC)的单纤维三维模型(三相),利用粘弹性有限元分析方法对影响金属基复合材料的蠕变行为的因素进行了较为系统的分析。研究中主要讨论了界面特性和纤维取向角对金属基复合材料的蠕变性能的影响。研究结果... 基于短纤维增强金属基复合材料(MMC)的单纤维三维模型(三相),利用粘弹性有限元分析方法对影响金属基复合材料的蠕变行为的因素进行了较为系统的分析。研究中主要讨论了界面特性和纤维取向角对金属基复合材料的蠕变性能的影响。研究结果发现,界面特性诸如厚度、模量和应力指数都对纤维最大轴应力和稳定蠕变率产生影响:稳态蠕变率随界面模量的增大而逐渐减小,当高于基体模量时基本保持不变;纤维轴应力的变化与蠕变率正好相反。稳态蠕变率随界面厚度、应力指数的增加而增大;而轴应力则随之减小。同时不同的纤维取向也影响金属基复合材料蠕变时的轴应力分布和稳态蠕变率。 展开更多
关键词 金属基复合材料 蠕变 有限元分析 界面特性 纤维取向角 应力指数 轴应力分布 稳态蠕变率
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Bundled Hybrid Offset Riser Global Strength Analysis 被引量:1
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作者 William C. Webster 康庄 +2 位作者 梁文洲 康有为 孙丽萍 《Journal of Marine Science and Application》 2011年第4期465-470,共6页
Bundled hybrid offset riser (BHOR) global strength analysis, which is more complex than single line offset riser global strength analysis, was carried out in this paper. At first, the equivalent theory is used to deal... Bundled hybrid offset riser (BHOR) global strength analysis, which is more complex than single line offset riser global strength analysis, was carried out in this paper. At first, the equivalent theory is used to deal with BHOR, and then its global strength in manifold cases was analyzed, along with the use of a three-dimensional nonlinear time domain finite element program. So the max bending stress, max circumferential stress, and max axial stress in the BHOR bundle main section (BMS) were obtained, and the values of these three stresses in each riser were obtained through the "stress distribution method". Finally, the Max Von Mises stress in each riser was given and a check was made whether or not they met the demand. This paper provides a reference for strength analysis of the bundled hybrid offset riser and some other bundled pipelines. 展开更多
关键词 bundled hybrid offset riser (BHOR) equivalent stress distribute bundle main section (BMS) flexible jumper global strength
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Coupled effects of stress damage and drilling fluid on strength of hard brittle shale 被引量:1
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作者 汪伟 邓金根 +3 位作者 蔚宝华 郑小锦 闫传梁 邓月 《Journal of Central South University》 SCIE EI CAS CSCD 2016年第12期3256-3261,共6页
During well drilling process,original stress state of hard brittle shale will be changed due to stress redistribution and concentration,which leads to stress damage phenomenon around the borehole.Consequently,drilling... During well drilling process,original stress state of hard brittle shale will be changed due to stress redistribution and concentration,which leads to stress damage phenomenon around the borehole.Consequently,drilling fluid will invade into formation along the tiny cracks induced by stress damage,and then weaken the strength of hard brittle shale.Based on this problem,a theoretical model was set up to discuss damage level of shale under uniaxial compression tests using acoustic velocity data.And specifically,considering the coupled effect of stress damage and drilling fluid,the relationship between hard brittle shale strength and elapsed time was analyzed. 展开更多
关键词 hard brittle shale stress damage drilling fluid time effect STRENGTH
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圆形隧洞全长黏结锚杆力学分析的解析方法 被引量:7
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作者 吕爱钟 刘宜杰 张晓莉 《岩石力学与工程学报》 EI CAS CSCD 北大核心 2018年第7期1561-1573,共13页
在深埋圆形隧洞中安装全长黏结锚杆,在地应力作用下,围岩和锚杆将产生相互作用,为了探求二者的作用机制,将锚杆对围岩的作用简化为沿着锚杆长度方向的剪切分布力并且基于两者相互作用的变形协调条件,建立求解锚杆表面剪应力的积分方程... 在深埋圆形隧洞中安装全长黏结锚杆,在地应力作用下,围岩和锚杆将产生相互作用,为了探求二者的作用机制,将锚杆对围岩的作用简化为沿着锚杆长度方向的剪切分布力并且基于两者相互作用的变形协调条件,建立求解锚杆表面剪应力的积分方程。这个积分方程是关于锚杆表面剪力的线性方程,直接求出这个积分方程的解析解是困难的,将采用数值方法进行求解,沿着锚杆轴向将锚杆均分为n段,将锚杆每段长度上的表面剪力视为线性分布的形式,将每段之间节点处的剪力视为要确定的未知量,则可以通过复合梯形数值积分公式,获得求解这些未知量的线性方程组,当n的取值较大时,就可以得到精度很高的剪应力分布。通过本文方法,获得锚杆轴力的分布情况,以及锚杆长度、安装角度和围岩参数对剪应力及轴力分布的影响。 展开更多
关键词 隧道工程 圆形隧洞 全长黏结锚杆 应力分布 解析解
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土钉支护季节冻土区边坡冻胀效应耦合模型建立及求解 被引量:9
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作者 董建华 吴晓磊 +1 位作者 连博 郑亚林 《岩石力学与工程学报》 EI CAS CSCD 北大核心 2022年第4期809-821,共13页
为了研究季节冻土区边坡冻胀效应下土钉支护结构沿土钉长度方向的剪应力和轴力分布变化规律,首先,基于传热学理论及固液两相共存的导热微分方程得到冻结锋面移动变化规律,结合冻胀率公式进一步推导得到寒区边坡自由冻胀变形计算公式;其... 为了研究季节冻土区边坡冻胀效应下土钉支护结构沿土钉长度方向的剪应力和轴力分布变化规律,首先,基于传热学理论及固液两相共存的导热微分方程得到冻结锋面移动变化规律,结合冻胀率公式进一步推导得到寒区边坡自由冻胀变形计算公式;其次,将土钉对边坡的支护作用视为无穷多个沿着土钉长度方向上的剪切分布力,考虑到边坡冻结时冻结层与未冻土层的刚度差异性,通过坐标变换后将刚度当层法与Mindlin解相结合推导双刚度层边坡内部有剪切集中力作用时钉土相互作用接触面上任一点的位移解析解;最后,基于钉土二者相互作用位移协调条件,建立关于土钉长度方向剪切分布力的黎曼积分方程,通过闭Newton-Cotes法的复合梯形积分公式及MATLAB软件编程对算例求解分析,获得土钉轴力分布规律,并利用数值解和实测值进行对比验证,此外还分析冻胀率、初始含水量等参数对土钉长度方向剪应力及轴力分布影响。结果表明:本文耦合计算方法得到土钉轴力分布形式与现场实测、数值模拟结果在总体趋势上基本一致,表明耦合计算法是合理可行的;土钉长度方向的剪应力及轴力分布规律符合中性点理论,轴力曲线呈现出两头小中间大的抛物线状,其最大值对应出现在剪应力为零的位置处,此外边坡土体冻胀率、初始含水量、土钉长度等因素均对土钉长度方向的剪应力及轴力的影响不容忽视。研究结果可为寒区边坡冻胀作用下土钉支护结构设计提供有益科学参考。 展开更多
关键词 边坡工程 寒区边坡 土钉支护 应力分布 刚度当层法 MINDLIN解
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A SUSPENSION MODEL FOR BLOOD FLOW THROUGH A CATHETERIZED ARTERY
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作者 SHAILESH MISHRA NARENDRA KUMAR VERMA S. U. SIDDIQUI 《International Journal of Biomathematics》 2012年第5期21-35,共15页
The present work is concerned with the analysis of an axi-symmetric flow of blood through coaxial tubes where the outer tube has an axially symmetric mild stenosis and the inner tube has a balloon which is axi-symmetr... The present work is concerned with the analysis of an axi-symmetric flow of blood through coaxial tubes where the outer tube has an axially symmetric mild stenosis and the inner tube has a balloon which is axi-symmetric in nature. The mild stenosis approximation is used to solve the present problem. The effect of the volume fraction density of the particles, the maximum height attained by the balloon, the radius of the inner tube, which keeps the balloon in position k, and the axial displacement of the balloon have been studied. Flow parameters such as the resistive impedance, the wall shear stress distribution in the stenotic region and its magnitude at the stenosis throat have been computed for different parameters. It is observed that the resistance to flow decreases with increasing values of the axial displacement of the balloon, while the resistance to flow increases with the volume fraction density of the particles, the radius of the inner tube, which keeps the balloon in position k, and the maximum height attained by the balloon. The wall shear stress distribution in the stenotic region possesses a character similar to the resistance to flow with respect to any parameter. 展开更多
关键词 Blood now STENOSIS resistive impedance wall shear stress suspension.
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