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Study on out-of-plane flexural behavior of aluminum alloy gusset joints at elevated temperatures

机译:高温铝合金扣板接头的面外弯曲行为研究

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Aluminum alloy gusset (AAG) joint is the most widely applied joint system in aluminum alloy reticulated shells, and the elevated-temperature mechanical behavior of joints have serious influence on the safety of structures. This paper investigated the out-of-plane flexural behavior of AAG joint by means of experimental and numerical analysis, and theoretical formulae of its bearing capacity and bending stiffness were derived. Firstly, elevated temperature experiments on 9 AAG joints were conducted in a special-shaped oven. The test results revealed that: (1) the failure modes of thin-plate AAG joints at temperatures under 300 degrees C are block tearing and local buckling of the gusset plate, which remain the same as those at room temperature; (2) when the gusset plate is thick enough (usually as thick or thicker than the flange of the member), the joint zone will not collapse under 300 degrees C; (3) the initial stiffness approximately remains unvaried, while the ultimate flexural bearing capacity drops with the elevation of temperature. Subsequently, finite element (FE) models using ABAQUS were established and verified by the test results. It is confirmed that the FE models can accurately describe the mechanical performance of the AAG joints at elevated temperatures. Based on the simplified FE model, a parametric study was carried out, considering various aluminum alloy brands, thickness of the gusset plate, radius of the center region of the gusset plate and different temperatures. Finally, the block tearing resistance, the local buckling resistance, and parameters of four-linear bending stiffness model of the FE models were presented, and the theoretical formulae were derived using statistical regression technology. The theoretical formulae were verified to be accurate enough against the experimental and FE results, to estimate the bearing capacity and the non-linear bending stiffness of AAG joints at elevated temperatures under 300 degrees C, which can serve for practical engineering.
机译:铝合金角撑板(AAG)接头是铝合金网壳中应用最广泛的接头系统,接头的高温机械性能严重影响结构的安全性。通过实验和数值分析研究了AAG接头的面外弯曲行为,并推导了其承载力和弯曲刚度的理论公式。首先,在一个异形炉中对9个AAG接头进行了高温实验。测试结果表明:(1)薄板AAG接头在300℃以下的温度下的失效模式为角撑板的开裂和局部屈曲,与室温下相同。 (2)当角撑板足够厚时(通常比构件的法兰厚或厚),接缝区在300摄氏度以下不会塌陷; (3)初始刚度大致保持不变,而最终挠曲承载力随温度的升高而下降。随后,建立了使用ABAQUS的有限元(FE)模型,并通过测试结果进行了验证。可以肯定的是,有限元模型可以准确地描述AAG接头在高温下的机械性能。在简化的有限元模型的基础上,进行了参数研究,其中考虑了各种铝合金品牌,角撑板的厚度,角撑板中心区域的半径和不同温度。最后,给出了有限元模型的抗撕裂性,局部抗屈曲性和四线性抗弯刚度模型的参数,并采用统计回归技术推导了理论公式。经验证,该理论公式相对于实验结果和有限元分析结果足够准确,可以估计AAG接头在300摄氏度以下高温下的承载能力和非线性弯曲刚度,可用于实际工程。

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