Effect of pores on flexural strength of roofing tiles at low temperature

Hyungsun Kim, J. H. Kim, K. Ikeda
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引用次数: 3

Abstract

Abstract To understand freezing in roofing tiles at low temperature with the aim of preventing frost damage, the effects of microstructure, pore size, porosity, and pore distribution on flexural strength at low temperature were studied. Strength was determined by four point bending tests at room temperature and low temperatures of -10, -30, and -50°C. Porosity and pore size distribution affected low temperature strength, and freezing time and temperature showed a close correlation with strength. A relationship between porosity P and flexural strength S at low temperature ( -10, -30°C) was found, given by S = S0 exp (-bP), where S0 = 49-58 MPa and b = 4·7-7·4. With a decreasing frozen temperature in the range -10 to -50°C, flexural strength increased, and tiles with lower porosity showed higher strength.
孔隙对屋面瓦低温抗弯强度的影响
摘要为了解屋面瓦在低温下的冻结情况,以防止冻损为目的,研究了屋面瓦的微观结构、孔隙大小、孔隙率和孔隙分布对屋面瓦低温抗弯强度的影响。通过室温和-10、-30和-50℃低温下的四点弯曲试验来确定强度。孔隙率和孔径分布影响低温强度,冻结时间和温度与强度密切相关。低温(-10℃、-30℃)下,孔隙率P与抗折强度S的关系为S = S0 exp (-bP),其中S0 = 49 ~ 58 MPa, b = 4.7 ~ 7.4。在-10 ~ -50℃范围内,冻结温度越低,抗折强度越高,孔隙率越低,抗折强度越高。
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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