The theory of calculation of reinforced concrete structures and the principles of the Eurocode

Rudolf S. Sanzharovskiy, F. Sieber, T. Ter-Emmanuilyan
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引用次数: 0

Abstract

The theory of calculating reinforced concrete is analyzed. As we known reinforced concrete with enormous volumes of application and huge financial costs, due to the great complexity of its nonlinear properties, has a surprisingly unscientific theory of calculation, consisting of two parts: short-term and longterm loading. The work of a number of round tables was devoted to the problem of errors in the theory of calculating reinforced concrete. The round tables held at the Peoples Friendship University of Russia (RUDN University) on the initiative and under the guidance of famous scientists: V.M. Bondarenko, S.N. Krivoshapko, V.V. Galishnikova (the last one took place in 2020) with a large number of participants of authoritative scientists from Russia and other countries. It is shown that the theory of calculation of reinforced concrete structures, which are widely used (with long-term loading all over the world), includes five inconsistent (among them erroneous) theories, the essence of which and one postulate are set further. Using the rules of mathematics, the principles of mechanics and the results of solid experiments, it was revealed that the analyzed theory contains a set of theories rejecting each other for various purposes, including erroneous ones.
钢筋混凝土结构的计算理论和欧洲规范的原则
分析了钢筋混凝土的计算理论。众所周知,钢筋混凝土具有巨大的应用规模和巨大的经济成本,由于其非线性特性的极大复杂性,其计算理论非常不科学,包括短期和长期荷载两部分。许多圆桌会议致力于解决钢筋混凝土计算理论中的误差问题。在著名科学家V.M.邦达连科、S.N.克里沃沙普科、V.V.加利什尼科娃等人的倡议和指导下,圆桌会议在俄罗斯人民友谊大学(RUDN大学)举行(最后一次会议于2020年举行),来自俄罗斯和其他国家的权威科学家参加了大量会议。结果表明,目前世界上广泛使用的钢筋混凝土结构(长期荷载)计算理论包括五种不一致的(其中有错误的)理论,并进一步提出了这些理论的本质和一个假设。利用数学规则、力学原理和固体实验的结果,揭示了所分析的理论包含了一组理论,这些理论出于各种目的而相互排斥,包括错误的。
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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26
审稿时长
18 weeks
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