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Damage investigation of cementitious fire resistive coatings under complex loading

机译:复杂荷载下水泥耐火涂料的损伤研究

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Cementitious coatings are widely used to protect steel structures from fire, yet there are concerns about its performance in earthquakes, where partial damage to the fire protection could potentially compromise the fire safety of steel structures. In this paper, results from a series of experiments are presented to quantify the damage in cementitious fire resistive coatings under cyclic loading. Steel plates of various sizes are first tested under cyclic loading, which exhibit greater damage than the specimens subjected to monotonic loading. A steel column is subjected to cyclic load along with another subjected to monotonic load are both coated with 20 mm thick cementitious fire resistive material and tested to investigate the damage patterns in a more realistic setup than steel plates. Tensile transverse cracks on the flange, vertical cracks along the flange tip, and interfacial debonding of the coatings are the main forms of coating damage, which appear with a lower story drift ratio compared to the monotonically loaded column specimen. (C) 2018 Published by Elsevier Ltd.
机译:水泥涂料被广泛用于保护钢结构免遭火灾,但人们担心其在地震中的性能,在该地震中,防火保护的部分损坏可能会损害钢结构的防火安全。在本文中,提出了一系列实验的结果,以量化循环载荷下水泥耐火涂料的破坏。首先在循环载荷下测试各种尺寸的钢板,该钢板比经受单调载荷的样品具有更大的损伤。承受循环载荷的钢柱和承受单调载荷的另一柱均涂有20 mm厚的水泥耐火材料,并经过测试以研究比钢板更实际的损伤模式。法兰上的拉伸横向裂纹,沿法兰尖端的垂直裂纹以及涂层的界面剥离是涂层损坏的主要形式,与单调加载的柱试样相比,其层间漂移率更低。 (C)2018由Elsevier Ltd.发布

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