PLASTIC BEARING CAPACITY OF THE STEEL ELEMENT CROSS-SECTION BY INTERNAL FORCES COMBINATION AND RESTRAINT

Serhii Hudz, G. Gasii, Anton Нasenko, V. Dariienko
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Abstract

The article examines the features of determining the bearing capacity of the steel profile cross-section, rolled or composedfrom three sheets with arbitrary thickness, considering the development of plastic deformations in a complex combination ofdifferent power factors that may occur during spatial loss of stability. Based on a new approach to the perception character ofinternal forces, the goal is to investigate their ability to redistribute between separate linear elements, on which cross-sectionof the beam is broken. It is proposed to increase the savings of the material by detailing the calculation.
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钢构件截面塑性承载力受内力组合约束
考虑到空间失稳过程中可能出现的不同功率因数的复杂组合下塑性变形的发展,本文探讨了确定任意厚度的三块钢板轧制或组成的钢型材截面承载力的特点。基于内力感知特性的一种新方法,目标是研究它们在梁的横截面断裂的单独线性单元之间重新分布的能力。建议通过详细计算来增加材料的节约。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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审稿时长
24 weeks
期刊最新文献
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