概念车身的T型接头模型拓扑优化设计

通过静态刚度对比,验证了概念车身模型的正确性及可行性。考虑到接头刚度对车身刚度的重要影响,将接头模型加入到概念模型中,建立了T型接头与梁结构的混合模型(TJB模型)。通过权衡扭转工况下各接头部位对开口刚度的实际贡献,选择了车顶部位的关键接头作为修改区域。应用变密度法进行了拓扑优化,并根据优化结果及车身结构特点布置了加强板,取得了良好的修改效果。在车身的概念设计阶段采用拓扑优化方法,不仅可以加快设计进程,而且能够得到性能更优、结构更合理的产品。     

薄板T型接头焊接温度场的研究

应用大型有限元分析软件ABAQUS,对不同材料薄板T型接头建立适当的模型进行温度场分析,并采用热电偶进行试验测量。结果表明,在焊缝附近,试验结果与模拟结果有较好的一致性,而在离焊缝较远的热影响区,由于材料性能数据的匮乏,导致结果有一定差异,但对于如注重焊缝附近温度变化的场合,该模型有一定的应用价值。     

铝合金T型接头双激光束双侧同步焊接温度场模拟

为了掌握双激光束双侧同步焊接工艺特性并得到最优焊接工艺匹配参数,对由铝合金6156底板与6056桁条组成的T型焊接接头进行了有限元数值模拟和试验研究.在改进以往激光热源模型的基础上,模拟分析了不同工艺参数匹配条件下的激光焊接过程,获得了实际可行的工艺参数范围.同时研究了焊接功率和焊接速度对熔池形状的影响规律,结果表明:焊接功率和焊接速度对焊缝成形具有重要影响,且熔池形状的模拟结果与试验结果吻合良好.最终获得了最佳的焊接工艺参数,为大型客机铝合金壁板的双激光束双侧同步焊接提供了理论指导.     

T型接头TOFD检测时缺陷深度的定位计算与评判

讨论了在T型接头TOFD检测时如何建立模拟等腰三角形,以适应仪器内置的深度定位计算程序.介绍了显示深度与实际深度的修正计算方法,并通过计算显示深度测量值与计算值的误差,验证了上述计算方法的准确性.最后,通过对T型接头试块检测结果的分析,探讨了T型接头翼板未熔合、腹板未熔合及角焊缝内缺陷的评判规律.     

Fracture behaviour of composite maritime T-joints

This paper outlines a study on the fracture behaviour of a glass fibre reinforced polymer T-joint commonly used in composite marine vessels. Finite element analysis was conducted using the virtual crack closure technique (VCCT) to investigate the fracture behaviour of the structure. The structure analysed contained initial disbond in various locations with various sizes under a straight pull-off load. The strain energy release rate (SERR) at the disbond tips were used to predict the failure loads and crack growth mechanism of the structure. The experimental results validated the VCCT as a tool for assessing the fracture behaviour and damage criticality of such structures. It was also discovered that skewed loading affected the SERR at the crack tips which altered the fracture behaviour of such structures, therefore sensitivity analysis is recommended to enhance the prediction accuracy.     

T型接头蒙皮厚度对Z-pin增强效果的影响

在关于拉脱载荷下Z-pin增强T型接头的有限元模拟方法基础上,通过对2组蒙皮厚度分别为7.2 mm和4.0 mm的试验件的试验结果进行分析,研究了T型接头蒙皮厚度对Z-pin增强效果的影响。结果表明:Z-pin增强效果随着蒙皮厚度的减小而增大。蒙皮厚度大于5 mm,Z-pin不能提高结构的最大承载能力,但可显著提高结构首次掉载后的承载性能,使T型接头在较大的加载位移下仍保持较高的承载能力;无论蒙皮厚薄,结构首次掉载后,各Z-pin增强T型接头可达到的载荷平台是相当的,且该载荷平台随蒙皮的变厚有降低的趋势。      

窄问隙埋弧焊工艺在H型钢梁生产中的应用

以板厚为20mm的Q345-B钢材为对象,采用埋弧自动焊工艺,通过4组试件研究构件组装间隙和构件施焊时摆放倾角对T型接头熔深的影响。通过接头宏观金相观察和力学性能试验,得出结论：构件组装时预留合适的间隙,施焊时摆放较大的倾角均有利于增加接头的熔深值,且质量也可得到保障。     

Study on prevention of angular distortion in fillet-welded T-joint by welding with a trailing reverse-side gas heating

Reduction or control of angular distortion without additional processes is demanded because it takes a lot of time and effort to correct the angular distortion of fillet-welded T-joints. In this study, the reduction or control of angular distortion of both sides of a fillet-welded T-joint by welding with trailing reverse-side gas heating was investigated through a welding experiment and its numerical simulation. First, the effect of gas heating position and intensity on the reduction in angular distortion was experimentally investigated using a gas burner. The results showed that angular distortion became smallest when reverse-side heating using the gas burner was located 50 mm backward of the welding torch. Also, the concentrated gas flame with increased propane and oxygen gas flow was effective for reducing angular distortion. It was clarified that the angular distortion could be controlled completely with an appropriate reverse-side gas heating condition. Next, the numerical simulation model of welding and gas heating was constructed based on comparison with the measured temperature histories and angular distortion. Through the numerical simulation of welding with a trailing reverse-side gas, more detailed understanding of the effect of gas heating condition on reduction in angular distortion was developed. In addition, it was confirmed that the gas heating position for the smallest angular distortion is dependent on the temperature distribution along the thickness of the flange plate.     

铝合金T型接头激光焊接实验研究

针对激光焊接铝合金T型接头,系统研究了激光入射角度、激光功率、焊接速度对T型接头焊接形貌的影响。研究结果表明:激光入射角度处于30°~45°时较合理,入射角小于30°时,底板熔深太小,影响接头强度;入射角大于45°时,焊缝熔深太大,使底板焊透,同时造成接头不完全包覆。随着激光功率的增加,焊接熔深逐步增大,当激光功率达到2200 W时,T型接头实现双侧焊缝包覆,焊接性能较好。当焊接速度为0.8 m/min时,出现咬边缺陷;当焊接速度达到1.2 m/min时,无法实现焊接接头两侧的完好包覆。     

Study on fire resistance of circular hollow section (CHS) T-joint stiffened with internal rings

This paper aims to study the fire resistant performance of circular hollow section (CHS) T-joint stiffened with internal rings under axial compression at elevated temperatures. Experimental study and finite element analysis are combined to carry out the investigation. Two full-scale tubular joints, one is un-stiffened and the other is stiffened with ring-stiffeners, are designed and tested. A constant axial loading is applied at brace end of the joints firstly, and then the joints are heated in accordance with ISO 834 standard heating curve uniformly in an electric heating furnace until failure. It is found that the internal rings enhance the fire resistant performance of CHS T-joint by decreasing the temperature of chord efficiently and prolonging the fire-resistant time. Sequentially, the corresponding finite element models of the two joints are built on basis of the experiments by employing sequentially coupled thermal-stress method. By comparing with the experimental data including temperatures of chord and brace and displacements of crown, saddle and brace end, the finite element models are verified to be accurate and reliable. And then numerical analysis is conducted to investigate the reinforcing efficiency of ring-stiffeners and impact of geometrical parameters (β and γ) on the fire resistant performance of the stiffened joints by adopting the verified modeling method. It is summarized that the failure mode converts with geometrical dimensions of ring-stiffener and geometrical parameters of tubular joint changing.