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Full-scale testing to evaluate the performance of standing seam metal roofs under simulated wind loading

机译:全面测试以评估模拟风荷载下直立煤层金属屋顶的性能

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The current methods for evaluating the adequacy of metal roofs in withstanding wind-induced loads involve undertaking uniform uplift pressure tests. These methods may not be truly representative of real conditions, and might set higher minimum design requirements than necessary in some cases, and in others they could underestimate effects of very localized peak pressures. This research work presents results of a full-scale experimental study conducted under more realistic wind loading with the panels installed as they would be in the American Society for Testing and Materials (ASTM) El 592 test chamber. The research objectives were to (i) measure the uplift roof pressure experience by mono-sloped standing seam metal roofs and compare them with the provisions of the American Society of Civil Engineers (ASCE) 7-10 standard, (ii) evaluate the performance of standing seam roofs under high winds, and (iii) compare the deflections and failure modes observed under more realistic wind loading to uniform loading tests. The research has provided test based data on aerodynamic loading of two types of standing seam metal roofs (i.e. vertical-leg and trapezoidal), as well as their performances under high wind speeds. Significantly higher pressure was recorded on the trapezoidal roof. This showed that roof panel profile and perimeter eave attachments can significantly affect uplift pressures. The ASCE 7-10 standard was observed to underestimate corner wind suctions on trapezoidal roof. Lower deflections were recorded by the vertical-leg roof owing to its higher stiffness and lower suctions experienced. The ASTM El 592 test protocol was observed to produce higher deflections and more conservative failure wind speeds than those experienced in the current tests. However, entirely different failure modes were observed between the uniform and dynamic tests. This was attributed to wind-induced vibrations that were observed in the current tests that are not present in the ASTM E1592 test, which is entirely static. The current research results may suggest future directions to enhance the existing testing standards. (C) 2015 Elsevier Ltd. All rights reserved.
机译:目前评估金属屋顶在承受风引起的载荷中是否合适的方法包括进行均匀的升压试验。这些方法可能无法真正代表实际条件,在某些情况下可能会设置比必要条件更高的最低设计要求,而在其他情况下,它们可能会低估非常局限性峰值压力的影响。这项研究工作提供了在更现实的风荷载下进行的全面实验研究的结果,安装的面板与在美国测试和材料协会(ASTM)El 592测试室中安装的面板一样。研究目的是(i)测量单斜直立煤层金属屋顶的顶升压力经验,并将其与美国土木工程师协会(ASCE)7-10标准的规定进行比较,(ii)评价其性能。高风下的直立煤层顶板,以及(iii)将在更真实的风荷载下观察到的变形和破坏模式与均匀荷载测试进行比较。这项研究提供了基于测试的数据,该数据涉及两种类型的直立煤层金属屋顶(即直脚和梯形)的气动载荷以及它们在高风速下的性能。在梯形屋顶上记录到明显更高的压力。这表明顶板轮廓和周缘附件可以显着影响升力。观察到ASCE 7-10标准低估了梯形屋顶上的拐角风吸力。由于其较高的刚度和较低的吸力,垂直腿屋顶记录的挠度较小。与当前测试相比,观察到ASTM El 592测试协议产生更高的挠度和更保守的故障风速。但是,在均匀测试和动态测试之间观察到完全不同的失效模式。这归因于在ASTM E1592测试中不存在的,当前测试中观察到的风振,它是完全静态的。当前的研究结果可能会提出未来增强现有测试标准的方向。 (C)2015 Elsevier Ltd.保留所有权利。

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