首页> 外文会议>International Conference on High Strength Low Alloy Steels >WELDABILITY OF HSLA STEELS IN RELATION TO APPROPRIATE TOUGHNESS REQUIREMENTS FOR USE IN SAFE AND ECONOMIC STEEL CONSTRUCTION
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WELDABILITY OF HSLA STEELS IN RELATION TO APPROPRIATE TOUGHNESS REQUIREMENTS FOR USE IN SAFE AND ECONOMIC STEEL CONSTRUCTION

机译:HSLA钢的可焊性与安全经济钢结构使用适当的韧性要求

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Research efforts in the development of high strength steels during the past 4 decades have led to a bundle of new steels which provide not only high strength to the designer, but also have excellent toughness, low transition temperature behavior in view to cold climate application and good weldability. However, application of such modern steels in many cases seems to be restricted which means that advantages resulting from light weight design such as lower working costs, lower transportation weights and lower energy consumption cannot be fully realized. Reasons for that are manifold and can either be technically justified (e.g. for highly fatigue loaded structures as bridges) or may result from lack of design knowledge, fabrication knowledge with respect to weldability and heat treatment, a diffuse understanding of the toughness issue and finally lack of appropriate standards. To overcome such obstacles worldwide research has been performed on modern structural integrity concepts and weldability of HSLA steels for long time. Taking account of such research, which has led to practical welding aspects for such steels (such as t8/5 concept), it has become possible to produce safe weldments and to derive toughness requirement in a realistic and safe way. As a result of such efforts, new toughness oriented design methods have been included in European design rules like EN 1993-1-10 (Eurocode 3) and EN 13445 (unfired pressure vessels). They provide better opportunities for the application of modern fine grain high strength steel within the legal frame of such highly safety demanding public areas. The contribution will reflect upon this development with respect to a discussion of the material properties, the effect of fabrication on the latter and the effect of both on the necessary design assumptions. Specifically the derivation of toughness requirements that is closely related to the discussion for low temperature applications is presented. Examples of application close this contribution.
机译:在过去的4年内,高强度钢的发展的研究努力导致了一束新钢,不仅为设计师提供了高强度,而且具有出色的韧性,低过渡温度行为,视线冷酷的应用和良好可焊性。然而,在许多情况下,在许多情况下应用这种现代钢的应用似乎受到限制,这意味着不能完全实现诸如较低的工作成本,较低的运输权重和较低能量消耗等重量设计的优点。这是歧管的原因,可以在技术上是合理的(例如,对于桥梁的高疲劳负载结构)或可能由于缺乏设计知识而导致的制造知识,相对于可焊性和热处理,对韧性问题的漫反射理解,最终缺乏适当的标准。为了克服这种障碍,已经对HSLA钢的现代结构完整性概念和长时间的可焊性进行了研究。考虑到这种研究,这导致了这种钢的实用焊接方面(例如T8 / 5概念),可以生产安全焊接,并以现实和安全的方式导出韧性要求。由于此类努力,新的韧性面向设计方法已包含在EN 1993-1-10(EUROCODE 3)和EN 13445(未使用的压力容器)中的欧洲设计规则中。他们为在这种高度安全的公共区域的法律框架内提供了更好的机会,适用于现代细粒度高强度钢。该贡献将反映出关于对材料特性讨论的这种发展,制造对后者的影响以及对必要的设计假设的影响。具体介绍了与低温应用讨论密切相关的韧性要求的推导。应用程序的示例关闭了此贡献。

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