通过计算确定混凝土的收缩和接触特性

S.O. Slobodianiuk
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引用次数: 0

摘要

问题的提出。在计算混凝土和钢筋混凝土结构时,必须考虑到混凝土的收缩和徐变,这不是一个小因素。因为在此类结构的长期运行过程中,这些因素会使结构的应力应变状态随着时间的推移而发生显著变化,并导致出现极端变形、裂缝及其破坏。因此,在设计混凝土和钢筋混凝土结构时,必须考虑到混凝土收缩和徐变的影响。为此,设计人员必须在方程和计算公式中包含相关参数。参数有很多,它们是通过实验确定的,并取决于许多因素。然而,即使没有材料和设计的实验数据,但材料(强度等级)已经确定,设计人员也必须掌握这些参数。因此,需要根据主要因素计算所需参数。混凝土徐变特性的最简单计算方法是使用混凝土弹性模量恒定时的老化理论,该理论部分考虑了徐变变形的后效应(可逆性)。我们将这种理论称为技术老化理论,它使用的参数最少(总共 2 个),在初始荷载龄期 t0 时只有一条徐变曲线,而不是这些曲线的一个系列。目的为在建筑设计标准中考虑混凝土收缩和徐变的设计特性制定理论解决方案和实用方法。结论。这项工作的成果是开发了便于实际使用的混凝土徐变线性理论--老化技术理论,并在此基础上开发了在建筑设计标准中考虑混凝土收缩和徐变计算特性的理论解决方案和实用方法。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
CALCULATED DETERMINATION OF CHARACTERISTICS OF SHRINKAGE AND TOUCH OF CONCRETE
Raising of problem. When calculating concrete and reinforced concrete structures, it is necessary to take into account the shrinkage and creep of concrete, which are not a minor factor. Because during long-term operation of such structures, these factors can significantly change the stress-strain state of structures over time and lead to the appearance of extreme deformations, cracks and their destruction. Therefore, when designing concrete and reinforced concrete structures, it is necessary to take into account the influence of shrinkage and creep of concrete. To do this, the designer must have the parameters included in the equations and calculation formulas. There are numerous of parameters and they are determined experimentally and depend on many factors. However, the designer must have these parameters even when there is no experimental data on the material and design, but when the material (strength class) has already been specified. Thus, there is a need to calculate the required parameters based on the main factors. The simplest computational determination of the creep characteristics of concrete is possible using the theory of aging at a constant modulus of elasticity of concrete, which partially takes into account the aftereffect (reversibility) of creep deformations. We will call such a theory the technical theory of aging and it operates with the smallest number of parameters (2 in total) and only one creep curve at the initial load age t0, and not with a family of these curves. Purpose. Development of theoretical solutions and practical methods for taking into account the design characteristics of shrinkage and creep of concrete in building design standards. Conclusion. The work resulted in the development of a convenient for practical use linear theory of concrete creep − the technical theory of aging and the development on its basis of theoretical solutions and practical methods for taking into account the calculated characteristics of shrinkage and creep of concrete in building design standards.
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