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Mechanical properties of structural steels at high temperatures and after cooling down

机译:高温和冷却后结构钢的机械性能

摘要

Behaviour of mechanical properties of different steel grades at elevated temperatures need to be well known to understand the behaviour of steel and composite structures in fire. Quite commonly simplified material models are used to estimate the structural fire resistance of steel structures. In more advanced methods, for example in finite element or finite strip analyses, it is important to use accurate material data to obtain reliable results.To study thoroughly the behaviour of certain steel structure at elevated temperatures, one should use the material data of the steel obtained by testing. Extensive experimental research has been carried out in the Laboratory of Steel Structures at Helsinki University of Technology in order to investigate mechanical properties of several structural steels at elevated temperatures by using mainly the transient state tensile test method.In this thesis a collection of test results of the behaviour of mechanical properties of different steel grades at elevated temperatures is presented with analysis of the test results. The tests have been carried out at Helsinki University of Technology during the past about 12 years. The aim of these tests has been to evaluate the accuracy of existing design values for the mechanical properties of structural steel and to support other different research projects aimed at studying the behaviour of steel or composite structures in fire.The results are presented with a comparison to the European design standard (EN1993-1-2) for structural fire design of steel structures, which is already the officially accepted standard in the EU countries and certainly will be largely in use in the near future. The results are quite well adopted and referred in other different research projects. The main aim of this research was to provide results to other researchers and design engineers in the field of structural fire engineering to improve structural fire safety in the future.
机译:需要了解不同钢种在高温下的力学性能,以了解其在火灾中的性能。通常使用简化的材料模型来估算钢结构的结构耐火性。在更先进的方法中,例如在有限元或有限条带分析中,使用精确的材料数据以获得可靠的结果很重要。要彻底研究某些钢结构在高温下的行为,应使用钢的材料数据通过测试获得。赫尔辛基工业大学钢结构实验室进行了广泛的实验研究,目的是主要使用瞬态拉伸试验方法研究几种结构钢在高温下的力学性能。通过测试结果分析,展示了不同钢种在高温下的力学性能。该测试已在赫尔辛基工业大学进行了大约12年。这些测试的目的是评估结构钢的力学性能的现有设计值的准确性,并支持旨在研究钢或复合结构在火灾中的行为的其他不同研究项目。钢结构结构防火设计的欧洲设计标准(EN1993-1-2),已经是欧盟国家的官方认可标准,并且肯定会在不久的将来大量使用。结果得到了很好的采纳,并被其他不同的研究项目引用。这项研究的主要目的是为结构消防工程领域的其他研究人员和设计工程师提供结果,以改善未来的结构消防安全。

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    Outinen Jyri;

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  • 年度 2007
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