2A70铝合金搅拌摩擦焊接头抗拉强度测定结果的不确定度评定

依照GB/T 2651—2008《焊接接头拉伸试验方法》对2A70铝合金搅拌摩擦焊T型接头的抗拉强度进行了测定,并对抗拉强度测定结果的不确定度进行了评定。结果表明:当置信度取95%,包含因子取2,该接头抗拉强度测定结果的扩展不确定度为14Mpa,相对扩展不确定度为3.8%;不确定报告可表示为R_m=(370±14)MPa,v=81,k=2。     

Hysteretic behaviour of square tubular T-joints with chord reinforcement under axial cyclic loading

The stiffness of hollow section tubular joints is weak in the chord radial direction, and thus failure frequently occurs at the weld toe in the form of brittle fracture caused by crack propagation due to cyclic loading. To avoid such brittle failure, the chord at the intersection can be reinforced by increasing the chord thickness. With the chord reinforced, the failure position can be transferred to the chord intersection, and hence the cracking along the weld toe is prevented. To verify the efficiency of the proposed reinforcing method, both experimental test and finite element analysis are carried out on reinforced and un-reinforced square tubular T-joints subjected to quasi-static cyclic loads. The hysteretic curves, ductility ratio, energy dissipation and failure mode of the two full-scale specimens are studied experimentally, and it is found that the hysteretic curves of both specimens are plump, which show the T-joints can absorb much energy when they are subjected to seismic action. However, the enclosed area of the hysteretic curves of the reinforced T-joint is larger than that of the un-reinforced specimen because the chord reinforcement can prevent the fracture failure as well as improving the bearing capacity. The failure performance of the reinforced and un-reinforced specimens also show that a T-joint with chord reinforcement is more advantageous in resisting seismic action. Finally, the effect of the reinforced chord length and thickness on the hysteretic behaviour of square tubular T-joints is also investigated from a parametric study.     

火灾非均匀温度场下导管架平台T形管节点极限承载力

基于热-结构顺序耦合方法,研究T形管节点在不同局部火灾场景下形成的非均匀温度场,并研究高温对极限承载力和失效模态的影响。结果表明：局部火灾在主管中形成的非均匀温度场沿主管轴向和环向上均产生显著的温差。局部火灾对管节点的极限承载力结果表明：若局部火灾中心位置距管节点中心越近,则其对管节点极限承载力的影响越大;当局部火灾中心温度超过600 ℃时,管节点的极限承载力随温度的升高而明显下降;在不同火灾工况下,管节点均发生主支管相贯区域塑性破坏。     

Experimental and numerical investigations of the compressive behavior of carbon fiber-reinforced polymer-strengthened tubular steel T-joints

A method for strengthening damaged tubular steel T-joints under axial compression by wrapping them with carbon fiber-reinforced polymer (CFRP) sheets was proposed and evaluated. The influence of the CFRP strengthening on the failure mode and load capacity of T-joints with different degrees of damage was investigated using experiments and finite element analyses. Five T-joints were physically tested: one bare joint to obtain the peak load and corresponding displacement (D_1m), two reinforced joints to provide a reference, and two pre-damaged then retrofitted joints to serve as the primary research objects. The ratio of the pre-loaded specimen chord displacement to the value of D_1m was considered to be the degree of damage of the two retrofitted joints, and was set to 0.80 and 1.20. The results demonstrate that the maximum capacity of the retrofitted specimen was increased by 0.83%–15.06% over the corresponding unreinforced specimens. However, the capacity of the retrofitted specimen was 2.51%–22.77% lesser compared with that of the directly reinforced specimens. Next, 111 numerical analysis models (0.63≤b≤0.76, 9.70≤g≤16.92) were established to parametrically evaluate the effects of different geometric and strengthening parameters on the load capacity of strengthened tubular T-joints under different degrees of damage. The numerical analysis results revealed that the development of equivalent plastic strain at the selected measuring points was moderated by strengthening with CFRP wrapping, and indicated the optimal CFRP strengthening thickness and wrapping orientation according to tubular T-joint parameters. Finally, reasonable equations for calculating the load capacity of CFRP-strengthened joints were proposed and demonstrated to provide accurate results. The findings of this study can be used to inform improved CFRP strengthening of damaged tubular steel structures.     

多道间断焊T型接头的数值模拟

不停输带压开孔操作的关键在于在线焊接 ,由于作业时不停止介质的传输 ,管道设备内部介质的压力、温度等特性会影响操作的安全性。在有内部介质流动的设备上进行在线焊接 ,局部高温是引起烧穿的主要原因 ,本文将间断焊技术引入在线焊接 ,对其温度场和应力场进行了数值模拟 ,结果表明 ,采用间断焊可以有效降低焊接时的温度 ,而且残余应力数值与连续焊相当。     

T形接头冷丝填充双热源协同焊接数值模拟

为提高T形接头的焊接效率、降低其焊接变形,本文提出了冷丝填充双热源协同焊接的工艺方法,主要利用有限元模拟技术研究了厚度6 mm的5083铝镁合金T形接头双热源协同焊接温度场、应力场及变形特征.模拟结果显示,双热源热输入相同的情况下,T形接头焊接温度场在立板两侧呈对称椭圆形分布,椭圆长轴与焊接方向一致,热源后方区域的温度梯度小于前方,主要是同时受到电弧与凝固焊道热量的叠加作用所致,热量分布范围拓宽;底板x方向的纵向残余应力呈"多峰"状对称分布,近缝区以拉应力为主,应力峰值为111.6 MPa;远缝区以压应力为主,应力值随着远离焊缝而变大,原因是距离热源越远,焊接热应力越小,压应力峰值为73.4 MPa;立板y方向从底部到顶部呈从"拉"到"压"的演变趋势,纵向残余应力先减小后微增,近缝区应力峰值为183 MPa,远缝区应力峰值为33.5 MPa;T形接头的横向收缩变形最大,变形量峰值为1.727 mm,主要与熔池金属冷却凝固时横向剧烈收缩、"拉拽"热影响区和母材有关.     

T形圆管相贯节点的抗弯性能足尺试验

介绍了进行T形相贯节点抗弯性能试验的方案设计.试验表明,试件在受弯作用下的破坏模式为节点处发生屈曲变形和支管处焊缝产生裂缝,说明T形相贯节点在一定条件下可以作为全刚性节点来进行设计,但在施工和加工过程中要保证焊缝的质量.     

The stiffness of laser stake welded T-joints in web-core sandwich structures

The purpose of this paper is to describe experiments carried out on laser stake welded T-joints of web-core steel sandwich structures. A special test setup was developed to measure the shear-induced rotation at the T-joint. The ratio of the shear force to rotation angle gave the joint stiffness. This stiffness was measured for specimens with two different face-plate thicknesses. The influence of weld thickness, root gap and occurrence of contact were further investigated with finite element simulations. Finally, the shear stiffness of the sandwich structure transverse to the web plate direction was determined using the experimentally obtained average joint stiffness value. The validation of the shear stiffness was carried out by considering a beam in four-point bending. The agreement between calculated deflection and stress and experimental results was found to be good.     

基于等效结构应力法的T型焊接接头剩余寿命分析

针对已服役结构的剩余寿命问题,利用美国 ASME 标准中的等效结构应力法,对含初始裂纹缺陷的 T 型接头进行剩余寿命评估,利用试验数据对等效应力法求解剩余寿命进行了验证,对比了不同初始缺陷尺寸对焊接接头剩余寿命的影响.同时,基于英国 BS７９１０ 标准中的剩余寿命计算方法,得到了一阶Paris 曲线及修正后的二阶 Paris 曲线下 T 型接头的疲劳剩余寿命,将 ２ 个标准所得结果进行对比.结果表明:含有初始裂纹对 T 型接头寿命结果影响很大;基于结构应力法求解疲劳寿命时,所得结果值接近试验结果及基于 BS７９１０ 标准中得到的结果,证明该方法具有高度准确性.