翼缘纵向变厚度工型截面梁变形性能试验

为研究翼缘纵向变厚度工型截面简支梁的变形性能,对2根翼缘纵向变厚度工型截面梁与2根等厚度梁进行静力加载对比试验,同时采用有限元软件ANSYS进行数值模拟.变厚度梁翼缘材料为Q345GJC等级纵向变厚度钢板,加载方式包括单点加载和两点加载.试验结果表明:试件均发生明显的板件局部屈曲;采用翼缘纵向变厚度工型截面简支梁,不仅可以在保证承载力的情况下大大减少用钢量,而且可以获得更大的强度储备;也可以达到密实截面的变形要求,满足塑性设计要求.有限元结果与试验结果吻合良好.该试验结果可为翼缘纵向变厚度工型截面钢梁的塑性变形设计提供依据.     

法兰连接主螺栓疲劳循环应力的计算

提出了疲劳容器的法兰连接主螺栓循环应力的计算方法。     

汽车法兰自动平衡去重组合机床的研制

介绍了一种适用于汽车法兰及类似转子的自动平衡去重机床的系统结构和去重模型。该机以虚拟仪器、可编程控制器（PLC）、单片机为核心组建，采用外圆弧铣削方式进行动平衡校正，将几何计算与人工手动补偿的曲线拟合结合起来进行校正值计算，实践证明，该机操作方便、平衡精度高、价格适中、生产效率高，具有广阔的市场前景。     

Unimportance of geometric nonlinearity in analysis of flanged joints with metal-to-metal contact

Gasketless flanged joints with metal to metal contact offer some advantages over gasketed joints such as lower weight and better fatigue life. Design of such joints is often based on finite element analyses, and complicated by the fact that the area of contact between the flanges changes upon application of loads. Such analyses can be done using commercial software, which can incorporate geometrical nonlinearities as well as contact nonlinearities. Engineering intuition suggests that the role of geometrical nonlinearities might be small for such problems. However, many engineers continue to use the fully nonlinear analyses. Our aim in this paper is simply to put on record that significant savings in time can be obtained by “turning off” geometric nonlinearities in such analyses, with negligible loss of accuracy. To this end, a nonautomated implementation of the basic ideas is first demonstrated for a simple geometry; more automated analyses for a more general geometry follow.     

Section moment capacity tests of LiteSteel beams

The LiteSteel beam (LSB) is a new cold-formed hollow flange channel section developed by OneSteel Australian Tube Mills using their patented dual electric resistance welding and automated continuous roll-forming process. It has a unique geometry consisting of torsionally rigid rectangular hollow flanges and a relatively slender web. In addition to this unique geometry, the LSB sections also have unique characteristics relating to their stress–strain curves, residual stresses, initial geometric imperfections and hollow flanges that are not encountered in conventional hot-rolled and cold-formed steel channel sections. An experimental study including 20 section moment capacity tests was therefore conducted to investigate the behaviour and strength of LSB flexural members. The presence of inelastic reserve bending capacity in these beams was investigated in detail although the current design rules generally limit the section moment capacities of cold-formed steel members to their first yield moments. The ultimate moment capacities from the tests were compared with the section moment capacities predicted by the current cold-formed and hot-rolled steel design standards. It was found that compact and non-compact LSB sections have greater moment capacities than their first yield moments. The current cold-formed steel design standards were found to be conservative in predicting the section moment capacities of compact and non-compact LSB sections, while the hot-rolled steel design standards were able to better predict them. This paper has shown that suitable modifications are needed to the current design rules to allow the inclusion of available inelastic bending capacities of LSBs in design.     

栓焊刚性节点先拧后焊施工性能的试验研究

本文研究了焊接对栓焊混用节点连接性能的影响!通过依靠摩擦传递外力板的有限元分析,得出 了焊接作用下栓焊节点域的应力分布。并通过试验测定了焊接时节点域的温度分布,高强度螺栓预拉力变 化和节点板的收缩变形。最后即对高强度螺栓预拉力影响问题提出了施工建议。     

无肋法兰盘节点的研究与应用

法兰盘是钢管结构常见的连接形式 ,目前常用的加劲肋法兰盘连接施工复杂 ,影响结构外型美观。采用无肋法兰盘连接 ,在一定程度上弥补了上述不足。基于力学原理 ,导出无肋法兰盘的计算公式 ,并通过有限元法和试验加以验证。在分析过程中 ,考虑了螺栓对法兰盘的加劲作用 ,并给出该类节点的使用范围。工程实例表明 ,采用无肋法兰盘连接形式 ,可以简化施工 ,节约钢材。     

无加劲肋压型钢板抗弯承载力的计算

根据温特有效截面半经验计算公式，在对腹板极限工作状态两点假设的基础上推导出了薄壁压型钢板在弯矩作用下的极限承载力的计算公式。用该式所得的计算结果与试验结果比较接近，且计算结果略低于试验结果。这种计算方法比较简单，便于使用。     

栓焊混接梁柱刚性节点加固的设计与分析

在美国北岭地震和日本阪神地震中,很多钢结构框架的梁柱栓焊混接节点都发生了不同程度的破坏;震后国外对受损节点的修复和加固进行了深入研究,而我国在这方面的研究还相对滞后。本文简要介绍了栓焊混接梁柱刚性节点破坏的主要原因和现在国外常用的加固方法;并根据国外的试验结果,通过一个算例分析,比较了国内外规范和加固前后设计计算栓焊混接节点的不同之处。计算结果显示,对节点的适当加固能够有效地提高节点的抗震性能,有限元计算结果证实了这一点。     

大型低速增压风洞制造关键技术与成形机理

在中国国家自然科学基金重点项目《特大件成形制造技术基础研究》和中国哈尔滨市科技创新人才研究专项资金项目《异型截面法兰的精密弯曲成形技术》共同资助下,针对中国4 m量级试验段尺寸低速增压风洞(PLSWT)关键制造技术开展理论研究。PLSWT关键制造技术由8 500 mm环形密封法兰模压弯曲制造技术、双三次曲面构型收缩形体曲面板材半多点成形工艺、风洞全尺度有限元分析及气压结构强度校核共同组成。提出PLSWT关键制造技术体系研究报告。创立了8 500 mm环形密封法兰(RSF)模压弯曲成形制造技术。