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大理石板热应力引起的弯曲现象的数值分析

Numerical Analysis of Bowing Phenomenon Due to Thermal Stresses in Marble Slabs.

作者信息

Ito William Hideki, Ferrero Anna Maria, de Queiroz Paulo Ivo Braga

机构信息

Department of Earth Sciences, University of Turin, 35 Valperga Caluso Street, 10125 Turin, Italy.

Division of Civil Engineering, Aeronautics Institute of Technology; 50 Marechal Eduardo Gomes Square, 12228-900 São José dos Campos, Brazil.

出版信息

Materials (Basel). 2020 Sep 30;13(19):4367. doi: 10.3390/ma13194367.

Abstract

Bowing is a pathology known by the deformation experienced in some external covering systems in ornamental stones, especially in marble, and thermal action is one of the key factors that lead to this degradation. Previous studies presented remarkable contributions about the mechanical behavior of bowing but they were based on classical beam's theory and improper assumptions might mislead the evaluation of internal stresses. This study proposes to evaluate internal stresses in bowing due to thermal loading considering the true deformed shape in continuum media. Finite displacement concepts are proposed to calculate stress-strain relationship and comparison with linear elastic theory is also addressed. Internal stresses not predictable in the Euler-Bernoulli beam were found in parametric analyses. Moreover, the numerical analysis accomplished in this paper indicates that transient heat flux should induce higher stresses than just considering higher gradients of temperature in steady flux which could explain the larger decohesion through width in bowing tests.

摘要

弯曲是一种病理学现象,表现为装饰石材(尤其是大理石)的一些外部覆盖系统发生变形,热作用是导致这种降解的关键因素之一。先前的研究对弯曲的力学行为做出了显著贡献,但它们基于经典梁理论,不恰当的假设可能会误导内部应力的评估。本研究建议考虑连续介质中的真实变形形状,评估热载荷作用下弯曲中的内部应力。提出了有限位移概念来计算应力-应变关系,并与线弹性理论进行了比较。在参数分析中发现了欧拉-伯努利梁中不可预测的内部应力。此外,本文完成的数值分析表明,瞬态热通量应比仅考虑稳态通量中较高温度梯度时产生更高的应力,这可以解释弯曲试验中沿宽度方向更大的脱粘现象。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/4918/7579152/3a888d8e1083/materials-13-04367-g0A1.jpg

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