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The Effect of Weld Metal Strength Mismatch on the Deformation and Fracture Behavior of Steel Butt Weldments

机译:焊缝金属强度失配对钢对接焊缝变形和断裂行为的影响

摘要

Considerable Naval and industrial experience dating from the explosion bulge studies of Pellini and Hartbowerin the early 1950s has indicated the engineering utility of using weld metal having strength greaterthan the plates being joined (overmatching). This practice shields the weld region, which typically has lowertoughness than the plate and is often the site of defects, from the high strains that develop during an overload.This practical advantage, coupled with the ease of achieving overmatch in lower strength steel alloys(80 ksi yield strength or less) has led to codification of overmatching as a requirement in most structuraldesign codes and fabrication specifications. However, overmatching has certain economic and technical disadvantageswhich undermatched (weld metal strength less than plate strength) systems might alleviate. Examplesof undermatch benefits discussed in the literature include reduction of the preheat needed to avoidhydrogen cracking and increase of weld metal deposition rate relative to overmatched practice. Suchchanges could reduce the need to hold electrodes at an elevated temperature prior to use, extend the welder'sduty cycle, reduce the lack of fusion / lack of penetration defect rate, reduce restraint stresses, and increaseweld metal toughness. This information suggests that overmatched welds, while quite effective forlow strength steel construction, may not be as advantageous when fabricating structures from higherstrength grades. However, undermatched welds cannot be immediately adopted for use due to the muchgreater strains that would have to be borne by the weld metal. Undermatched welds will require greatertoughness to provide the same safety margin against fracture as overmatched construction. To quantify thetoughness / matching combinations which provide acceptable service performance, information regardinghow over and under matching influences the stresses and strains in a weld joint is needed. Additionally,procedures for quantifying the fracture toughness of candidate weld metals and their heat affected zoneswill be required. In support of the further development of such information and procedures, this report reviewsinvestigations concerning the deformation and fracture characteristics of Simple mechanical test specimenscontaining butt welds, focusing on how the relative strength of the weld deposit and the plate influencesthese characteristics.
机译:从1950年代初期Pellini和Hartbower的爆炸凸起研究得出的相当多的海军和工业经验表明,使用具有比被接合的钢板更大强度的焊接金属具有工程实用性(过度匹配)。这种做法可以保护通常比钢板韧性低且经常是缺陷部位的焊接区域免受过载过程中产生的高应变的影响。这一实际优势以及易于实现低强度钢合金的过度匹配的目的(80) ksi屈服强度或更小)导致过度匹配的编码成为大多数结构设计规范和制造规范中的要求。然而,过度匹配具有某些经济和技术上的缺点,这可以缓解不匹配(焊接金属强度小于板材强度)系统的问题。文献中讨论的欠匹配益处的例子包括:相对于不匹配的实践,减少了避免氢裂解所需的预热,以及增加了焊缝金属沉积速率。这种变化可以减少在使用前将电极保持在高温下的需要,延长焊工的工作周期,减少熔合的缺乏/熔透缺陷率的缺乏,减少约束应力,并增加焊接金属的韧性。该信息表明,对于低强度钢结构,过度匹配的焊缝虽然十分有效,但在以更高强度等级制造结构时可能并不那么有利。但是,由于焊接金属必须承受更大的应变,因此不能立即采用不匹配的焊缝。不匹配的焊缝将需要更大的韧性,以提供与不匹配的结构相同的抗断裂安全裕度。为了量化提供可接受的服务性能的韧性/匹配组合,需要有关匹配的过度和不足如何影响焊接接头中的应力和应变的信息。另外,将需要用于量化候选焊接金属及其热影响区的断裂韧性的过程。为了支持此类信息和程序的进一步发展,本报告回顾了有关包含对接焊缝的简单机械试样的变形和断裂特性的研究,重点是焊缝沉积物和钢板的相对强度如何影响这些特性。

著录项

  • 作者

    Kirk M.T.; Dodds Robert H. Jr.;

  • 作者单位
  • 年度 1991
  • 总页数
  • 原文格式 PDF
  • 正文语种 {"code":"en","name":"English","id":9}
  • 中图分类

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