用双缺口板试件估算锅炉汽包疲劳裂纹形成寿命的研究

本文提出了用双缺口板试件在常温下的疚劳裂纹形成寿命,估算锅炉汽 包疲劳裂纹形成寿命的新方法。文中用弹塑性有限元法对缺口试件进行 了分析,还用局部应力一应变法对缺口试件的裂纹形成寿命进行了估算, 其结果与试验寿命相差在系数为2的范围以内。同时还研究了变幅低周 疲劳下缺口试件和锅炉汽包的损伤,并考虑了平均应力的影响。      

端面铣削铣刀刀片温度场的有限元分析

本文提出了一个简化的端面铣削片二维温度场模型并对之进行了有 限元分析与计算。结果表明,在切削期与非切削期,刀片温度变化剧烈这是产生刀片热疲劳裂纹,从而引起早期破坏的重要原因。      

边界元法在液力变矩器内流场中的应用

本文建立了适用于液力变拒器导轮叶栅内流场流动状态的边界元法计算 模型和计算程序,利用激光测速仪获取边界条件,从而得到了导轮叶松 内部二维速度场。此外,通过与实测值比较,检验了程序的精度。      

塑性厚壁球壳分析的三维组合格式

本文由修正的增量型兀R变分泛函出发,按照杂交/泥合有限元法、粘塑性理论,采用力学子单元模型,组成了由12节,氛三维六面体过渡元为中介的8一12一20节点三维六面体杂交/况合有限元组合格式。三维厚璧球壳受均匀内压的塑性分析工作说明,采用组合格式并辅以合适数目的高斯积分点,在同等计算精度条件下,计算机开支(CPU)约可节省34%。      

桥梁结构实时响应在线监测的简化分析方法

在线弹性假设基础上, 根据有限元理论和桥梁随机车辆（ 行人） 荷载的特点, 讨论并提出了一种通过监测部分位移, 计算桥梁其余位移和桥面荷载的简化分析方法, 解决了桥梁在随机车辆（ 行人） 荷载作用下的荷载确定问题, 建立了动位移和等效节点荷载的有限元列式． 该方法为桥梁结构的在线监测和实时分析提供了理论基础, 适用于连续梁桥、拱桥、斜拉桥和悬索桥等桥梁结构形式, 具有实际应用价值     

高速铁路振动荷载时程的动力反分析

为了求解高速铁路竖向振动荷载时程问题,在用Newmark法求解运动平衡方程的基础上,推导了求解振动荷载的公式,提出了由振动加速度反求振动荷载时程的动力有限元方法。结合秦沈客运专线,计算了列车运行速度分别为230km／h和265km／h时的列车竖向振动荷载时程。发现列车运行速度提高了35km／h时,列车竖向振动荷载最大值增加了16．34kN。结果表明由实测振动加速度可以反求振动荷载,该方法可行。     

基于MS-Fortran Powerstation V4.0的有限元分析系统BNAP

介绍新一代Fortran语言编译器 (MS FortranPowerstationV4 0 )的主要特点及其进行有限元分析系统开发的相关步骤 ,最后给出具体的应用示例 .     

Flexural fatigue behavior of butt-welded circular concrete-filled double skin steel tube (CFDST)：Experimental study and numerical modeling

Detailed understandings on the fatigue behavior of the concrete-filled double skin steel tubes (CFDSTs) under multiaxial stress states are essential to promote their applications in marine structures. A systematical investigation consisting both the experimental study and the according numerical modeling has been conducted. Physical tests were carried out to investigate the flexural fatigue behavior of the butt-welded hollow steel tubes (HSTs), concrete-filled steel tubes (CFSTs) and CFDSTs, in which the development of fatigue cracks and the fatigue life were captured. The feasibility of applying the existing S–N curves originally obtained from the HSTs to the constitutive steel tubes within the CFDSTs has been consequently verified. A two-stages simulation method was developed to analyze the full range development of fatigue cracks based on both the damage mechanics and the extended finite element method (XFEM). The influence of the multiaxial stress states on the fatigue behavior for the constitutive steel tubes was studied quantitatively, considering the offshore application scenarios where the steel tubes within the CFDSTs were subjected to larger external hydrostatic pressure or internal transmitted content pressure. The results show that the existence of the infilled concrete can effectively improve the fatigue behavior of the steel tubes. The life prediction models for both the fatigue crack initiation stage and propagation stage have been proposed, where the crack initiation life of the steel tube may reduce by 30% when its stress triaxiality increases from 0.36 to 0.48.     

预应力混凝土箱梁桥悬臂施工中腹板斜裂缝成因分析

针对某主跨为65m的预应力连续箱梁桥腹板出现与纵向项板下弯柬大致平行的斜裂缝情况。运用桥梁博士、ANSYS等有限元软件进行分析。计算结果和现场观察情况表明,腹板处局部主拉应力过大是预应力混凝土连续箱梁桥在施工过程中出现腹板斜裂缝的主要原因。文章最后给出了此桥腹板斜裂缝修复措施。并提出了纵向项板预应力柬配柬的建议。