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71.
孙霞 《北方交通》2008,(6):106-108
简要介绍了金州南分离式立体交叉主线桥的设计思路,并结合桥梁结构耐久性、桥梁抗震及环境保护等方面进行了综合设计,效果良好,可供同类桥梁工程项目设计时借鉴.  相似文献   
72.
针对在车门开闭耐久试验过程中,某样车车门出现的焊点疲劳开裂问题,在考虑铰链连接、密封条连接及焊点细化建模的前提下,建立车门开闭耐久仿真有限元模型;根据Miner线性疲劳累计损伤理论,对车门开闭模型进行疲劳仿真分析,找出结构设计的风险点。在此基础上,提出优化方案,进行仿真疲劳寿命预测,最终通过试验验证了优化方案的有效性。提出了一种针对车门开闭耐久试验中焊点开裂的疲劳分析优化方法,可以在产品设计开发阶段,准确地发现问题并快速解决问题,可以缩短开发周期,节省开发费用,具有一定的工程实用价值。  相似文献   
73.
As the number of disabled people grows, independence and mobility become a priority for those individuals. To achieve this goal, a ‘Turny-type power seat’ was developed in this study to assist a disabled person rise from a vehicle without trouble. The design and modeling of the power seat were performed using AutoCAD and CATIA software. The major motions of the power seat system are swiveling, sliding, and extending, which are accomplished primarily by DC motors, chains, and gears. Most of the power seat parts were made from mild steel. Welding technology was used throughout the frame fabrication. To ensure the safety and stability of the power seat, various tests were performed, and the results analyzed. The static analysis of the power seat was carried out by ANSYS 11.0. The results showed that the power seat conformed to the Americans with Disabilities Act (ADA) standards. The durability test was performed by repeatedly rotating and sliding the power seat under loading conditions. Dynamic crash simulation was carried out using the LS-DYNA software. The durability test ensured a longer life of the power seat, while the crash analysis showed a small rotational distortion that was not harmful to passengers. However, the front seat had a slightly larger forward displacement, which was not comfortable for passengers. Therefore, further modifications of the power seat should be done to improve the performance, with attention given to the reduction of the forward displacement in the event of a crash.  相似文献   
74.
Improving the durability of an automotive V-belt pulley, which is commonly used in an automotive powertrain to transfer power to other parts, is discussed. Fatigue life of the original V-belt pulley is predicted based on damage analysis by finite element analysis (FEA). Stress history of the pulley during operation was found by performing consecutive static analyses on the pulley as the pulley rotates. Assembly load (due to the tightening of the bolts) and operation load were considered to describe the actual load conditions in a durability test. The contact condition from the belt was calculated and applied to the surface of the pulley. Static analyses at 36 different positions of the pulley, every ten degrees of rotation, were performed to determine the stress history of the pulley during operation. Using stress history data calculated from FE analysis, damage over one rotation of the pulley was calculated and fatigue life, in number of rotations to failure, was estimated. An improvement to the durability of the pulley was investigated by modifying the design of the pulley using FE analysis results. Durability tests for the pulleys used in the analysis were carried out to verify the analytical results. Comparison between analysis and experimental results showed that analytical results correlated with the experimental results closely.  相似文献   
75.
路面新产品Duroflex沥青混凝土添加剂可以提高沥青混凝土耐久性,整体提升高温抗车辙性能及水稳定性。从添加Duroflex沥青混凝土的配合比设计、拌和、运输、摊铺、碾压等方面,详细论述了Duroflex的应用过程。结合试验数据及综合效益分析对Duroflex作出了应用评价。  相似文献   
76.
将层次分析法与模糊系统理论相结合建立了各级评价因素的耐久性评价等级的隶属函数,考虑评价因素对目标评定值的权重,由最大隶属原则,得出桥梁结构的耐久性等级,结果表明该方法是可行的。  相似文献   
77.
桥用高性能混凝土长期耐久性试验研究   总被引:2,自引:0,他引:2  
滨州黄河大桥主桥是三塔预应力混凝土斜拉桥,桥塔采用C55高性能混凝土。在混凝土中掺加粉煤灰等活性掺和料,配制不同配合比的C55高性能混凝土,并对可能采用的C55高性能混凝土的长期耐久性、混凝土收缩、抗渗、碳化和钢筋锈蚀以及混凝土的抗氯盐侵蚀和抗硫酸盐侵蚀性能进行了试验研究。结果表明,掺加活性掺合料有助于提高混凝土的长期耐久性。  相似文献   
78.
结合大东港疏港高速公路设计情况,主要从桥梁耐久性的概念设计、混凝土材料的要求、桥梁构件细部的耐久性设计、结构使用阶段的维护与检测等方面,介绍了沿海桥梁结构耐久性的设计情况。并建议在设计中多从结构构造和体系的角度提高桥梁的耐久性,改进我国桥梁防腐结构设计。  相似文献   
79.
为解决某乘用车开发质保路试阶段发生的差速器异响问题,以其主减速器为研究对象,对比开发验证和质保路试规范的差异性,并制定了专门的试验方案,对不同油品、轴承预紧力等因素进行整车试验研究。研究结果表明,油品使用不当并不是问题主因,而试验规范的差异和装配技术要求的控制是问题的根本原因,由此认识到产品开发与生产验证统一标准的重要性。  相似文献   
80.
提高侵蚀环境下山岭隧道衬砌混凝土耐久性施工对策研究   总被引:1,自引:0,他引:1  
通过调查发现,我国既有山岭隧道结构耐久性普遍不足,许多隧道运营后不久衬砌结构就出现了开裂、渗漏水、溶蚀结晶、甚至出现拱顶掉块,造成隧道结构耐久性不足,其原因有设计原因也有施工方面的原因.文章针对既有隧道的病害表现,分析了隧道衬砌耐久性不足在施工方面的原因,并提出了解决新建隧道衬砌混凝土耐久性的主要施工对策:采用多元复合胶凝材料及合适的混凝土搅拌工艺;采用低水胶比、低用水量和高性能减水剂;采用先进的灌筑和振捣工艺、合理的养护技术及拆模和养护时间等.  相似文献   
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