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Experimental Investigation of Aluminum Alloy Thin-Walled Tubular Members in Combined Compression and Bending

机译:铝合金薄壁管件联合压弯试验研究

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This paper presents a test program on aluminum alloy thin-walled square and rectangular hollow sections in combined axial compression and minor axis bending. A total of six series of tests was conducted that included 27 beam-column and 4 pure bending tests. The test specimens were manufactured by extrusion using 6061-T6 heat-treated aluminum alloy in three different cross sections having the clear width-to-thickness ratio ranged from 31.3 to 81.3. The beam-column specimens were compressed between pinned ends at different eccentricities in order to obtain an interaction curve for each series of tests. Pure bending tests were conducted for each test series to determine the bending capacities of the specimens. Local and overall initial geometric imperfections of the specimens were measured. Material properties were obtained from tensile coupon tests. The observed failure modes of the beam-column tests included local buckling, flexural buckling, interaction of local and flexural buckling, and material yielding in the heat-affected zone. The test strengths were compared with the design strengths calculated using the American, Australian/New Zealand, and European specifications for aluminum structures. Beam-column interaction curves were plotted for each test series. It is shown that the beam-column design strengths and bending capacities predicted by the three specifications are generally conservative.
机译:本文提出了在轴向压缩和短轴弯曲相结合的铝合金薄壁方形和矩形空心截面上的测试程序。总共进行了六个系列的测试,其中包括27个梁柱和4个纯弯曲测试。使用6061-T6热处理的铝合金,通过挤压在三个不同的横截面中制造出试样,其透明的宽厚比为31.3至81.3。为了获得每个系列的测试的相互作用曲线,将梁柱标本以不同的偏心率在固定端之间压缩。对每个测试系列进行纯弯曲测试,以确定样品的弯曲能力。测量了样品的局部和整体初始几何缺陷。从拉伸试样试验获得材料性能。梁柱试验观察到的破坏模式包括局部屈曲,挠曲屈曲,局部屈曲与屈曲的相互作用以及热影响区的材料屈服。将测试强度与使用美国,澳大利亚/新西兰和欧洲针对铝结构的规格计算出的设计强度进行了比较。绘制了每个测试系列的梁柱相互作用曲线。结果表明,三种规格所预测的梁柱设计强度和抗弯能力总体上是保守的。

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