基于ABAQUS的万向节淬火应力有限元分析与优化设计

利用有限元分析软件对万向节球笼壳体的最大应力位置和应力分布规律、工件表面淬硬层残余应力随温度的变化、工件表面淬硬层残余应力对万向节球笼壳体工作应力的影响进行了分析.在分析的基础上,提出了万向节的没计原则.通过优化壳体的厚度等参数和淬硬层厚度,减轻了壳体的质量,提高了壳体的性能.     

基于应力测试对某车型耐久后钣金开裂问题的分析与研究

应力测试是汽车行业常用的疲劳寿命分析手法,当车身零件发生焊点开裂等疲劳破坏问题时,在应力集中位置贴伏应变片,然后在特定的恶路进行应力测试,采集应力数据,结合材料的疲劳限度及S-N曲线,通过分析应力数据能判断出是否存在疲劳破坏的风险,从而协助分析车身零件疲劳开裂的原因,并结合CAE分析提出相应对策。此外,实施对策后,以相同工况再次进行应力测试,通过分析疲劳开裂对策后状态测量所得的应力数据,可快速判断其对策的有效性,从而提高对策成功率,确保新车型按时投产。     

浅谈混凝土裂缝的成因与控制

作者通过多年的实践经验,详细分析了钢筋混凝土性能影响因素和产生裂缝的原因,并提出了控制混凝土的有效措施,仅供同行参考。     

橡胶沥青应力吸收层在抚通高速公路中的应用

在抚通高速公路建设中,大面积应用了橡胶沥青应用吸收层。从原材料技术要求及施工设备、施工工艺、质量控制、交工验收等方面介绍其应用情况,并对其应用效果进行比较及评价。     

日照温差对圬工拱桥应力的影响模拟分析

日照温差对桥梁结构的内力有重大影响。对圬工拱桥主拱圈进行空间有限元分析,通过对主拱圈施加局部温度作用,计算和比较结构在温度梯度和局部整体升温的状态下的应力分布特征,得出相应规律,并解释部分拱圈病害的形成机理,为今后相关桥梁的设计养护提供一定参考。     

灯塔市忠旺路Ⅴ型墩连续梁桥设计

以灯塔市忠旺路Ⅴ型墩连续梁设计为例,详细分析了V型墩连续梁的计算过程,同时总结了V型墩连续梁的优缺点。     

不同连接程度板桁桥对混凝土板应力的影响

针对目前高速铁路应用较多的64m下承式板桁半结合桥,通过改变混凝土与钢桁梁之间连接刚度以及剪力键分布距离来分析比较其对混凝土应力的影响,计算表明,连接刚度的增加,混凝土板的轴向应力随之增加,但弯曲应力影响较小。通过剪力键布置间距减小,纵梁上方处混凝土板应力影响较大,而混凝土边缘以及中心线处应力影响较小。     

Finite Element Analysis of External Thermal Insulation Composite System： Thin Rendered Expanded Polystyrene Board

The finite element model of an external thermal composite insulation system, thin rendered expanded polystyrene (EPS) board, was built with ANSYS 1.0, which had two forms: one with window and one without window. The finite element analysis results show that the EPS board had very good insulation capacity at both high or low temperature, stress concentration was produced in the center of wall and around window, and the maximum deformation was observed at the edge of board and the minimum deformation was in the center.     

Modeling and analysis of thin-walled Al/steel explosion welded transition joints for shipbuilding applications

The study presents an analysis of S355J2+N steel and AA5083 aluminum alloy welded structural joints using explosion welded transition joints of reduced thickness. The transition joint thickness reduction significantly hinders the welding of the joints due to the risk of damage to the Al/steel interface as a result of the high temperatures during welding. Numerical modeling of the welding process is performed to determine safe welding parameters for the transition joint. The numerical analysis is supported by measurements of the temperature areas by a thermographic method. Welded structural joints are analyzed to determine the welding influence on the mechanical properties and microstructure of the transition joints. On this basis, a number of tests are carried out, including microhardness distribution measurements, strength tests of joints in two welding configurations and strength tests of the microspecimens of transition joints. Moreover, an experimental and numerical analysis of strain and stress distributions is carried out in combination with the use of the finite element method and digital image correlation, which allow us to identify the critical areas of the joints with regards to their strength. The results of the microstructural and strength tests carried out using macro- and microspecimens show softening of the aluminum alloy layers. However, the AA5083 and AA1050 layer softening as a result of welding did not reduce the load capacity of the transition joints, which could determine the strength of the dissimilar Al/steel welded structural joints.     

基于实测应力的动车组制动盘盘毂服役特性

针对仿真或仅考虑紧急制动状态下动车组制动盘盘毂安全性分析中存在的不足,基于盘毂应力在线测试,分析动车组高速运行和不同制动方式下盘毂的频谱特性和成分特性;考虑应力集中,根据静力等效原则进行毂齿根部的应力线性化,分析不同制动方式对盘毂疲劳损伤的影响;采用指数模型拟合和核密度估计相结合的方法,推理97.5%置信度下的盘毂实测应力谱,并考虑车轮镟修前后盘毂损伤演化和材料强度退化,评估盘毂服役安全性。结果表明:盘毂载荷振动频率主要分布在0~71 Hz和341~680 Hz频带,车轮镟修可有效降低341~518 Hz频带内的载荷振动、消除518~680 Hz频带内的载荷振动;动车组高速运行和车轮状态不良是造成盘毂损伤的主要原因;若按盘毂服役寿命为1500万km计算,盘毂疲劳薄弱区的等效应力为37.4 MPa,累积损伤为0.61,该结果可为盘毂的结构设计和检修维护策略制定提供依据。