钢框架T型钢连接节点的受力性能研究

通过拟静力试验以及有限元ALGOR程序,对钢框架T型钢连接节点进行了低周反复荷载作用下试验研究和非线性有限元分析,研究了T型钢连接节点的破坏形式、受力性能。分析结果表明:T型钢连接节点具有较好的延性,翼缘刚度的不同对延性影响较大;T型钢连接节点的滞回曲线稳定饱满,具有较为理想的抗震耗能作用;翼缘的厚度对T型钢连接强度的影响较大。     

Numerical simulation of temperature fields for T-joint during TIG welding of titanium alloy

Three-dimensional finite element model was established to simulate temperature fields of T-joint titanium sheets during TIG welding with finite element method （FEM） software. Temperature dependent material properties and the effect of latent heat were considered. A technique of element birth and death was used to simulate the process of welded metal filling. Dynamic variation process of temperature fields during T1G welding was achieved. The simulated results agreed well with the measured results.     

Investigation of mechanical behavior of transverse stitched T-joints with PR520 resin in flexure and tension

An investigation of the mechanical behavior of transverse stitched T-joints using a fiber insertion process and PR520 toughened epoxy resin was undertaken. Experimental and numerical analysis was performed under flexure loading and preliminary experiments were conducted under tensile loading. These conditions were selected as representative of the in-service loads found in the application of this type of joint in industry. Experiments were conducted to determine the modes of failure and ultimate failure strength for each load condition. Flexure specimens were instrumented with strain gages to measure far field strains. Initial and ultimate damage moment is investigated and failure mechanisms are discussed. The results indicate that the flexural specimens fail in part from unsymmetrical loading of the fiber insertions and in part from high stress concentration in the “resin-rich” fillet region. Tensile specimens have symmetric loading of both sets of fiber insertions and initially fail due to matrix cracking at the web-to-flange interface. Both flexure and tension specimens are shown to exhibit additional load-carrying capability beyond initial failure indicating a significant damage tolerance. A linear elastic finite element model was developed for flexural loading and results are compared to experimental data.     

液压支架用80kg级高强钢焊接坡口角度优化研究

针对液压支架箱形结构件焊接接头特点,研究了不同坡口角度匹配形式下80kg级高强钢焊接接头的性能.进行了不同坡口角度T型接头弯曲试验,分析了焊接接头微观组织.研究结果表明,热影响区是T形角焊缝的薄弱环节,在保证焊接可达性的前提下坡口角度以35°±5°为宜,增加焊接层和道数不能增强接头性能,反而增加焊接量.     

缝合参数对复合材料T型接头拉脱承载能力的影响

利用二维平面应变模型对缝合增强试验件进行失效分析,采用内聚力模型模拟界面的破坏情况,通过在分层的上下界面加入非线性弹簧元来模拟缝线的增强作用,非线性弹簧元的力学性能(桥联律)由细观力学方法获得。有限元分析结果与试验值吻合较好。在此基础上,对缘条区的缝合增强进行缝线的材料、直径和缝合密度的参数化分析,研究各参数对T型接头拉脱承载能力的影响。结果表明:缝合可显著提高T型接头的拉脱承载能力,同时能使其在较大的加载位移下仍保持较高的承载性能。T型接头的拉脱承载能力随缝线直径和缝合密度的增大而增大,且直径和密度的影响显著。缝线的拉伸强度是影响缝线性能最主要的因素, T型接头的拉脱强度随缝线拉伸强度的升高而升高。T型接头的拉脱强度随缝线拉伸模量的降低而升高,但拉伸模量的影响较拉伸强度的影响小。      

T型接头组合焊缝未焊透深度的超声检测方法

本文通过对模拟对比试件组合焊缝未焊透深度的试验，提出用4dB法．端点法对T型接头组合焊缝未焊透深度的检测方法。     

三通直管注射模设计

分析了侧浇口注射成型并且带侧向抽芯机构制品的工艺特点,介绍了注射模结构,浇口设计方案和模具工作过程。为保证塑件外观质量,综合地处理好产品外观要求与浇口位置及脱模方式之间的问题,简化模具结构,减低制造成本,提高了生产效率。注射模具有整体结构紧凑的特点。     

热输入对双光束激光焊接Ti-6Al-4V合金T型接头焊接过程、焊缝成形、组织及力学性能的影响

采用双光束同步激光填丝焊接的方法制备了Ti-6Al-4V合金T型接头,使用高速摄像机拍摄了焊接过程图像并研究了热输入对焊接过程稳定性、焊缝成形、组织及力学性能的影响。试验结果表明,热输入显著影响熔池行为和填丝焊接熔滴过渡,进而影响T型接头焊缝形貌及质量。随着热输入的增加,T型接头组织发生变化,晶粒尺寸变大。热影响区及焊缝处的马氏体使得这2个区域的显微硬度高于母材。另外,沿蒙皮方向及筋条方向的抗拉伸强度随着热输入的增加而增大。由于接头处马氏体增强作用,拉伸断裂均发生于母材处。     

Investigation on compressive behavior of grout-filled GFRP tube repairing corroded CHS T-joint

为研究GFRP管夹层灌浆修复锈蚀钢管节点的受压性能，改变支主管直径比、锈蚀率及修复构造，完成8个T形圆钢管节点的支管轴向受压静力加载试验。通过对主管加速锈蚀及GFRP管夹层进行灌浆修复，实测各钢管节点的破坏模式、荷载 变形曲线和荷载 应变曲线，分析节点受压承载力和初始刚度。结果表明：质量损失10%的主管锈蚀会使T形圆钢管节点受压承载力下降近20%，但未改变节点的失效模式；主管GFRP管夹层灌浆修复使锈蚀T形圆钢管节点的受压承载力提高100%左右，且较未锈蚀对比T形圆钢管节点可提高约70%；GFRP外管的约束作用是提升节点受压性能的关键，采用无约束作用的PVC外管会使灌浆层过早开裂并剥离，修复效果一般；主管焊接连接键可以增强钢管与灌浆夹层之间的锚固，其对PVC管夹层灌浆修复锈蚀节点的提升作用更明显，但对有GFRP约束修复T形圆钢管节点的贡献很小。建立并验证了各类T形圆钢管节点的有限元模型，揭示未修复节点主管塑性化变形失效机制，以及GFRP管夹层灌浆的约束作用对于锈蚀节点受压性能的提升机理。     

GFRP管夹层灌浆修复锈蚀圆钢管T形节点受压性能研究

为研究GFRP管夹层灌浆修复锈蚀钢管节点的受压性能,改变支主管直径比、锈蚀率及修复构造,完成8个T形圆钢管节点的支管轴向受压静力加载试验。通过对主管加速锈蚀及GFRP管夹层进行灌浆修复,实测各钢管节点的破坏模式、荷载-变形曲线和荷载-应变曲线,分析节点受压承载力和初始刚度。结果表明：质量损失10%的主管锈蚀会使T形圆钢管节点受压承载力下降近20%,但未改变节点的失效模式;主管GFRP管夹层灌浆修复使锈蚀T形圆钢管节点的受压承载力提高100%左右,且较未锈蚀对比T形圆钢管节点可提高约70%;GFRP外管的约束作用是提升节点受压性能的关键,采用无约束作用的PVC外管会使灌浆层过早开裂并剥离,修复效果一般;主管焊接连接键可以增强钢管与灌浆夹层之间的锚固,其对PVC管夹层灌浆修复锈蚀节点的提升作用更明显,但对有GFRP约束修复T形圆钢管节点的贡献很小。建立并验证了各类T形圆钢管节点的有限元模型,揭示未修复节点主管塑性化变形失效机制,以及GFRP管夹层灌浆的约束作用对于锈蚀节点受压性能的提升机理。