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971.
KZ4A型机车转向架轴重增加后的设计改进 总被引:1,自引:1,他引:0
借鉴国内外200km/h等级机车轴重设计经验,通过对机车动力学性能的分析和对转向架主要部件的疲劳强度校核等,提出了KZ4A型机车转向架轴重增加后的设计改进措施。 相似文献
972.
高速列车铝合金车体中铆钉和螺栓联接结构的强度分析 总被引:6,自引:1,他引:5
铆钉和螺栓联接结构是铝合金车体中不同金属之间及铝合金之间联接的重要方式。通过铝合金车体强度计算实例,介绍了使用耦合和约束方程建立铆钉和螺栓联接结构有限元模型的方法,提出了铆钉和螺栓联接结构强度的验收标准,以及对铆钉和螺栓联接结构计算结果进行分析的方法。 相似文献
973.
974.
975.
全风化花岗岩是一种具有粘性土和砂性土特性的特殊土,特殊的结构和性质使得土工试验室测定其抗剪强度要求较高.结合目前土工试验室的实际操作情况,对试样剪切过程进行分析,并选择合适的测定方法,可真实地反映全风化花岗岩的抗剪强度. 相似文献
976.
977.
The paper focuses on the ultimate strength of perforated platings with circular openings and manholes, eventually reinforced by ringed or carling stiffeners, in order to develop a comprehensive and rationale format, useful to assess the ultimate capacity of perforated plate panels under uniaxial compression. In this respect, a large number of FE simulations is performed by Ansys Mechanical APDL, in order to provide new design formulas for the ultimate strength of platings with circular openings or manholes and, subsequently, for perforated plate panels reinforced by local stiffeners. The design formulas are developed by properly varying the opening size and the scantlings of ringed or carling stiffeners, in order to provide a comprehensive set of design curves. Hence, the incidence of the opening longitudinal position on the ultimate capacity of perforated platings, without and with local stiffeners, is also investigated. Finally, the proposed equations are applied in a straightforward design example. Based on current results, the new design formulas allow a reliable assessment of the ultimate capacity of platings with circular openings or manholes and the incidence of local stiffeners on the plating ultimate strength, so providing a rationale design format that could be easily embodied in current Rules and guidelines. 相似文献
978.
MVNakhodka collapsed and broke in two on January 2, 1997 in the Sea of Japan, giving rise to a serious and disastrous oil spill on the
coastline of Japan. During the inquiry into the cause of the accident, one of the main tasks of the inquiry committee was
to identify the external loads which made the ship structure collapse. Among the several possible scenarios for the accident,
after careful examination, the wave loads in the heavy weather at the time of the accident were taken to be the most plausible
cause. The results of that research are described in two papers, and the present paper deals with the way in which wave loads
on theNakhodka at the moment of the accident were estimated. We first describe the details of the accident such as the location, the sea
condition, the loading condition, and the ship's heading speed. Then the static loads resulting from the distribution of the
cargo weight and the buoyancy are given to show that the static bending moment at the time of the accident caused extreme
sagging. Next the wave loads in the irregular waves, calculated by the nonlinear time domain simulation program SRSLAM, are
presented. It is shown that the bending moment in the waves reaches 1 087 800 KN*m at maximum SS 6.9, which is where the hull girder collapse took place. It was concluded that the ship broke in two because
the bending moment exceeded the hull girder strength which had been reduced due to corrosion, taking into account conclusions
derived from the research dealing with the structural strength aspect. We also discuss the stochastic significance of the
estimated value and nonlinear nature of the peak distribution, in addition to the effects of the ship speed and wave heading
on the wave load estimation.
This article is based on an article that appeared in Japanese in the Journal of the Society of Naval Architects of Japan,
vol. 183 (1998). 相似文献
979.
分析内河散装水泥船的布置和结构特点,在400 t内河散装水泥船设计中,根据相关规范和规定,综合考虑船舶的布置、强度和稳性,根据航道条件合理选择推进方式,保证船舶安全营运。 相似文献
980.
沥青稳定基层混合料的矿料级配研究 总被引:1,自引:0,他引:1
本研究的目的是选定合理的沥青稳定基层混合料级配,并研究其力学性能和疲劳规律。首先,通过与国外沥青稳定基层常用级配及国内相关级配的比较,以及大量的马歇尔试验和强度试验,初选出沥青稳定碎石1号(公称粒径26.5 mm)和沥青稳定碎石2号(公称粒径31.5 mm)两种级配类型;然后,在M TS810材料试验系统上进行了应力控制的疲劳试验,研究其抗疲劳性能。试验表明,这两种级配的沥青稳定基层碎石混合料的力学性能和疲劳性能优良,能够用于修筑高等级公路的沥青稳定基层。 相似文献