共查询到19条相似文献,搜索用时 78 毫秒
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本文对传统的薄壁圆筒的弯扭组合实验方法进行了改进,提出了一种新的综合性实验方法。该实验方法能够提高学生的综合理论分析和实验分析能力,适合在参加实验时学生多、课时相对较少的普通高校材料力学课程中推广。 相似文献
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林雄萍 《集美大学学报(教育科学版》2013,(4):102-106
材料力学实验是高校工科专业技术基础课程《材料力学》、《工程力学》、《建筑力学》的重要组成部分.通过材料力学实验可以加深学生对材料力学的基本概念,基本理论的理解和认识,使学生牢固掌握材料力学性能指标的检测方法、培养学生分析能力、解决能力、理论联系实际的能力.通过以集美大学诚毅学院为例,探讨针对不同专业,基于YDD-1多功能试验机的弯扭组合材料力学实验的不同教学模式. 相似文献
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为了提高弯扭组合变形实验装置的应力测量精度,采用3个单片层叠的应变花改进了原有实验装置,实现了同一测点沿不同方向上的应变测量。应用上述改进装置开展了实验测试。结果表明,该改进装置能有效减小主应力、泊松比、扭转切应力和弯曲切应力的测量误差(前三者误差都在3%以内),提高了基于电测技术的力学参数测量精度。 相似文献
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分析实验测量薄壁圆筒弯扭组合实验中弯曲切应变产生较大误差的原因,提出新的实验测量方案,用新的测量方案测得的实验数据与理论数据相比较,验证新实验方案的准确性。 相似文献
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This paper discusses stress intensity factor (SIF) calculations for surface cracks in round bars subjected to combined torsion
and bending loadings. Different crack aspect ratios, a/b, ranging from 0.0 to 1.2 and relative crack depths, a/D, ranging from 0.1 to 0.6 were considered. Since the loading was non-symmetrical for torsion loadings, a whole finite element
model was constructed. Then, the individual and combined bending and torsion loadings were remotely applied to the model.
The equivalent SIF method, F*EQ, was then used explicitly to combine the individual SIFs from the bending and torsion loadings. A comparison was then carried
out with the combined SIF, F*FE, obtained using the finite element analysis (FEA) under similar loadings. It was found that the equivalent SIF method successfully
predicted the combined SIF for Mode I. However, discrepancies between the results determined from the different approaches
occurred when F
III was involved. It was also noted that the predicted F*FE using FEA was higher than the F*EQ predicted through the equivalent SIF method due to the difference in crack face interactions. 相似文献
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苗德华 《天津工程师范学院学报》2011,21(3)
应用疲劳试验机对退火后15号和45号碳钢及其各自3种塑性变形材料进行了回转弯曲及扭转疲劳实验,讨论了在相同塑性变量的条件下,两种钢材的扭转疲劳极限与回转弯曲疲劳极限之间的关系。实验结果表明:15号和45号钢的扭转与弯曲疲劳极限的比,分别为0.53~0.57和0.57~0.58,即塑性变量相同的情况下,含碳量高的材料其疲劳极限比也较高;相同含碳量的情况下,塑性变形量较小时其疲劳极限比较低。 相似文献
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INTRODUCTIONConcrete filledsteeltubesarenowwidelyusedinfactories ,powerstations,bridges ,etc .Centrifugalconcrete filledsteeltubesarehollowstructuralmemberscentrifugatedbyhigh speedcentrifuge ,andarethereforeofconsiderablylessweightthantraditionaltubes .A… 相似文献
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A real-size experiment on 11 tubes was done to study the performance of centrifugal concrete-filled steel tubes under bending
and torsion. This paper first introduces the relevant operating method, equipment, subjects and processes. The factors that
affect deformation and stiffness and the break mechanism under different loading were studied. Experimental stress analysis
showed that the values of practical critical stress of steel tubes accorded well with the MISES Yielding Rule. The correlative
equation (on the bearing capacity of a structural member under bending and torsion) deduced in this study may provide valuable
reference for the design of this structural member.
Project supported by the Zhejiang Province Electric Power Designing Institute and the Electric Power Ministry of China 相似文献
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