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Section slenderness limits of very high strength circular steel tubes in bending

机译:超高强度圆形钢管弯曲时的截面细长极限

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This paper investigates the bending behavior of very high strength (VHS) circular steel tubes. The tested VHS tube has a normal yield stress of 1350 MPa and an ultimate strength of 1500 MPa. A total of 12 specimens, with the normal diameter ranging from 31.8 to 75 mm and the tube thickness between 1.6 and 2.0 mm, were tested. Large bending deflection was achieved for VHS tubes with the diameter to thickness ratio up to 24. Full plastic moment was reached for tubes with the section slenderness of 197 or less. New plastic slenderness limits of 117 and 153 were proposed based on the beam plastic rotation capacity of 4 and 3. A yield slenderness limit of 264 was proposed for VHS tubes.
机译:本文研究了超高强度(VHS)圆形钢管的弯曲行为。经测试的VHS管的正常屈服应力为1350 MPa,极限强度为1500 MPa。总共测试了12个标本,正常直径为31.8至75 mm,管厚度为1.6至2.0 mm。对于直径与厚度之比最大为24的VHS管,实现了较大的弯曲挠度。对于细长截面为197或更小的管,达到了完全塑性力矩。基于梁塑料旋转能力4和3,提出了新的塑性细长极限117和153。对于VHS管,提出了264的屈服细长极限。

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