Mechanical behavior of masonry materials at high temperatures

被引:26
作者
Andreini, Marco [1 ]
Caciolai, Mauro [2 ]
La Mendola, Saverio [2 ]
Mazziotti, Lamberto [2 ]
Sassu, Mauro [1 ]
机构
[1] Univ Pisa, Dept Energy Syst Terr & Construct Engn, I-56126 Pisa, Italy
[2] Natl Fire Corps, Fire Resistance Sect, Cent Direct Prevent & Tech Safety, Pass Protect Area, Rome, Italy
关键词
masonry structures; fire resistance; high-temperature tests;
D O I
10.1002/fam.2229
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
An experimental campaign is presented to determine the effects of high temperatures on the mechanical properties of several materials for masonry walls (blocks and mortars), testing a series of cylindrical specimens (diameter of 100mm and height of 200mm). After compression tests at 20 degrees C, an experimental procedure was designed for high-temperature testing. The cylindrical samples were heated in a muffle furnace, then were inserted into a specific apparatus (called thermos') for maintaining the prescribed temperature, and finally were subjected to a mechanical compression test. The results obtained by applying this procedure show a common variation of the strength, reduction of modulus of elasticity, and corresponding increments of the ultimate strain with temperature enhancement. Specific diagrams and discussion on the results are performed for each material. Copyright (c) 2014 John Wiley & Sons, Ltd.
引用
收藏
页码:41 / 57
页数:17
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