Compressive strength of normal and high strength concretes under combined influence of loading rate and service temperature

被引：2
|
作者：
Borosnyoi, Adorjan [1 ]
机构：
[1] Budapest Univ Technol & Econ, Dept Construct Mat & Engn Geol, H-1111 Budapest, Hungary
来源：
PERIODICA POLYTECHNICA-CIVIL ENGINEERING | 2014年 / 58卷 / 04期
基金：
匈牙利科学研究基金会;
关键词：
concrete; high strength concrete; compressive strength; loading rate; temperature; HIGH-STRAIN RATES; BEHAVIOR; MORTAR;
D O I：
10.3311/PPci.7476
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The combined influence of service temperature and loading rate on the compressive strength of concrete has been studied over a wide range of compressive strength. New simplified prediction formulae are proposed to take the influence of temperature and loading rate into account. It is demonstrated that the new formulae are suitable to effectively predict the compressive strength of concrete under the combined influence of temperature and loading rate. It is also demonstrated that the Dynamic Increase Factor, DIF is not a practical tool in the representation of the combined influence of service temperature and loading rate on the compressive strength of concrete.
引用
收藏
页码：347 / 353
页数：7
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