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Structural Engineering and Mechanics
  Volume 72, Number 6, December25 2019 , pages 737-746
DOI: https://doi.org/10.12989/sem.2019.72.6.737
 


Effects of environmental temperature and age on the elastic modulus of concrete
Shuzhen Yang, Baodong Liu, Yuzhong Li and Minqiang Zhang

 
Abstract
    Concrete mechanical properties change constantly with age, temperature, humidity and the other environmental factors. This research studies the effects of temperature and age on the development of concrete elastic modulus by a series of prism specimens. Elastic modulus test was conducted at various temperatures and ages in the laboratory to examine the effects of temperature and age on it. The experimental results reveal that the concrete elastic modulus decreases with the rise of temperature but increases with age. Then, a temperature coefficient K is proposed to describe the effects of temperature and validated by existing studies. Finally, on the basis of K, analytical models are proposed to determine the elastic modulus of concrete at a given temperature and age. The proposed models can offer designers an approach to obtain more accurate properties of concrete structures through the elastic modulus modification based on actual age and temperature, rather than using a value merely based on laboratory testing.
 
Key Words
    environmental temperature; age; elastic modulus; temperature coefficient
 
Address
Shuzhen Yang, Baodong Liu, Yuzhong Li and Minqiang Zhang: Department of Bridge Engineering, Beijing Jiaotong University, No 3 Shangyuancun, Haidian District, Beijing, China
Yuzhong Li: Hebei University of Architecture, No13, Chaoyang Avenue (West), Qiaodong District, Zhangjiakou City, Hebei Province, China
Minqiang Zhang: China Civil Engineering Construction Corporation, No 4 North Cellular, Haidian District, Beijing, China
 

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