2219铝合金对接+搭接接头TIG焊接工艺研究

以5 mm+7 mm厚2219铝合金板材为研究对象,研究了装配间隙、焊接速度、焊接电流对5 mm+7 mm对接+搭接板焊接接头组织和性能的影响.针对2219铝合金的焊接特性设计了三种不同的工艺参数,采用TIG焊对5 mm+7 mm对接+搭接2219铝合金板进行焊接,并对焊接接头进行了组织和力学性能分析.结果表明:三种参...     

碾压混凝土高拱坝分缝形式研究

为解决碾压混凝土高拱坝设计的技术问题,结合沙牌工程,采用模型试验和三维非线性有限元计算方法,对碾压混凝土高拱坝不同分缝方案坝体结构的应力、变形及裂缝情况进行分析,从而确定分缝形式的合理性,为工程设计和施工提供参考依据。     

10kV油纸电缆与交联电缆接头工艺中采用热缩电缆附件的尝试

论证了油纸电缆与交联电缆过渡接头采用热缩电缆附件的可行性。根据市场现有的热缩附件设计了过渡接头工艺,介绍了该工艺在工厂供电供电生产实践中的应用情况。     

长输管线自动化焊接技术

介绍了国外长输管线自动焊拉技术,就“实芯焊丝＋气体保护”自动焊接系统,“药芯焊丝＋气体保护”自动焊接系统和和“闪光对焊”自动焊接系统的技术特点进行了分析。     

Analysis of singular regions in bonded joints

Singular regions in bonded joints with geometric and material stress singularities are studied by expressing the displacement and stress fields in the neighborhood of the singularity by means of eigenfunction expansions which are in terms of unknown coefficients. These coefficients are found by matching displacements with those from a finite element analysis at points remote from the singularity. Expressions for the eigenfunction expansions are given explicitly for bonded joints with and without fillets (closed and open wedges). The results are not limited to stress intensity factors at the point of singularity, but can include stress values at any point near the singularity. It was found that two singular terms exist in all cases, and that, for joints with adhesive fillets and E ₁/E ₂>7, failure is governed by the term associated with the second lowest eigenvalue, while the lowest eigenvalue controls the failure of joints without fillets. It was also found that the calculation of stresses using only the singular terms provided a good approximation to the actual stresses over a distance of about one-fifth the adhesive thickness. The method was also used in conjunction with the Erdogan–Sih maximum stress failure criterion to determine the initial angle of crack propagation for bonded joints with and without fillets. This revealed that the direction of the maximum principal stress in the adhesive, which is also the direction of crack propagation, for joints with fillets remains essentially constant beyond a very small region near the point of singularity, while for joints without fillets crack propagation always occurs in a direction parallel to the adhesive/adherend interface.     

改善焊接接头疲劳强度超声冲击装置的研制及应用

使用超声波冲击焊趾来提高焊接接头及结构的疲劳强度,是国际上刚刚出现的一种新方法。本文对超声冲击方法的实验装置进行了研究,研制成功了一台可以用于实际冲击处理的样机,利用所研制的实验,对１６Ｍｎ钢几种焊接接头实施冲击处理,并进行了冲击处理前后的对比疲劳试验,１６Ｍｎ对接接头疲劳强度（２＊１０＾６）提高了９０％（拉伸）十字接头（拉伸）提高了６７％,能够延长疲劳寿命３０－１００倍以上。     

框架节点加固的抗震性能试验研究

本文概述了四个十字形钢筋混凝土框架节点试件采用柱加大截面法加固后 ,在低周反复荷载作用下的试验。通过试验 ,分析了加固节点的受力机理及抗震性能 ,并提出了一些加固建议。     

谈大跨度壳形螺栓球节点网架安装施工技术

简要介绍了螺栓球节点网架的特点、适用范围及工艺原理,着重阐述了大跨度壳形螺栓球节点网架施工工艺及操作要点,并提出了相应的质量控制措施和应注意事项,通过效益分析指出该技术优点,以促进其推广。     

预应力扁梁框架节点外核心区受力机理分析

预应力扁梁的梁宽不仅大于梁高,且常大于柱宽,其框架节点的传力机理较为复杂。采用变角空间桁架模型对扁梁框架节点柱宽范围以外的外核心区受力机理进行分析,并根据压弯剪扭相关关系推导出一种能反映扁梁框架节点柱宽范围以外的外核心区受力状况的抗剪承载力计算公式,并进行了拟静力试验验证。     

Stress analysis of single-bolt, single-lap, countersunk composite joints with variable bolt-hole clearance

Single-lap, carbon-epoxy joints with countersunk fasteners were modelled using the nonlinear finite element code Abaqus. A highly-detailed analysis of the stress distribution at the countersunk hole boundary is provided. Bolt-hole clearance, which arises due to limitations in manufacturing capabilities, is modelled extensively. Clearance levels both inside and outside typical aerospace fitting tolerances are studied and the finite element model is validated with experimental data. Plots of radial stress in each ply of the countersunk laminate show the load transfer to be severely localised, with only a few plies bearing the majority of the load. The inclusion of clearance in the model was shown to result in far higher radial stresses compared to those in the neat-fit joint model. An associated loss in joint stiffness of more than 10% was recorded for the highest clearance considered (240 μm). Finally compressive through-thickness stresses are shown to be present at the damageable region of the countersunk hole, and increase with bolt-hole clearance. These compressive stresses, which are an indicator of lateral constraint, are seen to suppress “brooming” failure in the countersunk laminate.