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首页> 外文期刊>Journal of structural fire engineering >Behavior of ASTM A325 bolts under simulated fire conditions: Experimental investigation
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Behavior of ASTM A325 bolts under simulated fire conditions: Experimental investigation

机译:在模拟火灾条件下ASTM A325螺栓的性能:实验研究

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Purpose - Heavy hex structural bolts have been used in a wide range of steel structures for many years. However, these structures remain susceptible to fire damage. Conducting fire experiments on full-scale steel structures is costly and requires specialized equipment. The main purpose of this research is to test, analyze and predict the behavior of ASTM A325 bolts under tension loading in simulated fire conditions and develop a reliable finite elementmodel that can predict the response of similar bolts without the need for repeated testing. Design/methodology/approach - The experimental work was conducted at the University of Wisconsin- Milwaukee, where an electric furnace was custom-built to test a bolted specimen in tension under elevated temperatures. A transient-state testing method was adopted to perform a group of tests on 12.7 mm (1/2'') - diameter A325 bolts. The tests were divided into two groups: The first one was used to calibrate the equipment and choose a final testing arrangement and the second group, consisting of four identical tests, was used to validate a finite elementmodel. Findings - The temperature-displacement and load-displacement response was recorded. The tested bolts exhibited a ductile fracture in which a cup-and-cone shaped failure surface was formed in the threaded section at the root of the nut. ASTM A325 bolts are widely used by engineers in building and bridge construction, the results of this research enable engineers to determine the behavior and strength of ASTM A325 bolts when such bolts when exposed to fire event. Research limitations/implications - Structural bolts are used to connect structural members, and they are part of structural assembly. To study the behavior of the bolts, the bolts only were investigated in a fire simulated in a furnace. The bolts studied were not part of a structural assembly. Practical implications - The results of this study enable engineers to evaluate the condition of ASTM A325 bolts when subjected to fire loading. Originality value - Tests were conducted at the University of Wisconsin - Milwaukee's structures laboratory to study the effect of fire on an ASTM A325 bolts. Many tests under fire loading have been performed by researchers on different components of steel structures, this study focuses on studying the behavior of ASTMA325 bolts which are widely used in the USA.
机译:目的-重型六角结构螺栓已在多种钢结构中使用了很多年。但是,这些结构仍然容易受到火灾的破坏。在全尺寸钢结构上进行防火实验非常昂贵,并且需要专用设备。这项研究的主要目的是在模拟火灾条件下测试,分析和预测ASTM A325螺栓在拉伸载荷下的行为,并开发一种可靠的有限元模型,该模型可以预测相似螺栓的响应而无需重复测试。设计/方法/方法-实验工作是在威斯康星大学密尔沃基分校进行的,在那里专门定制了一个电炉,以测试螺栓样品在高温下的张力。采用瞬态测试方法对直径为12.7毫米(1/2英寸)的A325螺栓进行了一组测试。测试分为两组:第一组用于校准设备并选择最终测试布置,第二组由四个相同的测试组成,用于验证有限元模型。发现-记录温度-位移和负载-位移响应。被测螺栓表现出韧性断裂,其中在螺母根部的螺纹部分形成了圆锥形的破坏面。 ASTM A325螺栓被工程师广泛应用于建筑和桥梁施工中,这项研究的结果使工程师能够确定ASTM A325螺栓在着火时的性能和强度。研究的局限性/意义-结构螺栓用于连接结构构件,它们是结构装配的一部分。为了研究螺栓的性能,仅在模拟炉中的火中研究了螺栓。研究的螺栓不是结构组件的一部分。实际意义-这项研究的结果使工程师能够在承受火荷载的情况下评估ASTM A325螺栓的状况。原创性价值-在威斯康星大学-密尔沃基的结构实验室进行了测试,以研究火灾对ASTM A325螺栓的影响。研究人员已对钢结构的不同组件进行了许多在火荷载下的测试,该研究的重点是研究在美国广泛使用的ASTMA325螺栓的性能。

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