The Behavior of Steel Bolted Beam-Column Connection under Blast Load

Ahmed Abd-El-Latif, Fayza Zahran, Maha Nazif, Safinaz Khalifa
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Abstract

Beam-column connections are one of the most critical components of steel structures. They are responsible for transferring the loads from the beams to the columns, and ensuring that the structure remains stable and strong under all loading conditions. This research investigated numerically using the Finite Element Method (FEM) the effect of blast load on a steel beam-column connection. The beam-column connection consists of an I-beam column with a length of 1500 mm and an I-beam beam with a length of 500 mm. The column and the beam are connected together through a steel plate of thickness 10 mm. The plate is welded to the beam and connected to the columns by 4 ordinary bolts of diameter 16 mm. The Coupled Eulerian-Lagrangian (CEL) modeling technique found in Abaqus/CAE was used to perform the analysis. Lagrangian elements were used to simulate the steel elements and bolts. The Eulerian elements were used to model Trinitrotoluene (TNT) and the surrounding air. A parametric study has been performed for the beam-column connection. The TNT charges were placed at a standoff distance from the center front of the connection on the same level as the bottom surface of the column. TNT charges of 10 kg, 50 kg, and 1000 kg with standoff distances of 2.5 m, and 5 m have been used in the analysis. Analysis has been performed to study the deformation, stresses, and damage of the connection. The results showed that blast load has a major impact on steel bolted beam-column connections as they could destroy the connecting bolts or even completely destroy the connection. Also, TNT charges of less than 10 kg and a standoff distance of more than 5 m have a minor effect on steel bolted beam-column connection. While, TNT charges of more than 1000 kg and a stand-off distance of less than 5 m cause a catastrophic damage and could completely destroy steel bolted beam-column connection. Moreover, the connecting bolts are the weakest link in steel bolted beam-column connections subjected to blast load as they could be damaged even when subjected to small TNT charges.
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爆炸荷载下的钢螺栓梁柱连接性能
梁柱连接是钢结构最关键的组成部分之一。它们负责将荷载从梁传递到柱,并确保结构在任何荷载条件下都能保持稳定和坚固。本研究采用有限元法(FEM)对爆炸荷载对钢梁-钢柱连接的影响进行了数值研究。梁柱连接由长度为 1500 毫米的工字钢柱和长度为 500 毫米的工字钢梁组成。支柱和横梁通过一块厚度为 10 毫米的钢板连接在一起。钢板焊接在梁上,并通过 4 个直径为 16 毫米的普通螺栓与支柱相连。分析采用了 Abaqus/CAE 中的欧拉-拉格朗日(CEL)耦合建模技术。拉格朗日元素用于模拟钢元素和螺栓。欧拉元素用于模拟三硝基甲苯(TNT)和周围空气。对梁柱连接进行了参数研究。TNT 炸药被放置在距离连接处中心前端一定距离的地方,与支柱底面在同一水平面上。分析中使用的 TNT 炸药分别为 10 千克、50 千克和 1000 千克,间距分别为 2.5 米和 5 米。分析研究了连接的变形、应力和损坏情况。结果表明,爆炸荷载对钢制螺栓梁柱连接有很大影响,因为它们会破坏连接螺栓,甚至完全破坏连接。此外,10 千克以下的 TNT 炸药和 5 米以上的间距对钢螺栓梁柱连接的影响较小。而如果 TNT 炸药的重量超过 1000 千克,间距小于 5 米,则会造成灾难性的破坏,完全摧毁钢螺栓梁柱连接。此外,在承受爆炸荷载的钢螺栓梁柱连接中,连接螺栓是最薄弱的环节,因为即使在小型 TNT 炸药的作用下,连接螺栓也会损坏。
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