Effect of temperature and aging on the mechanical properties of concrete: Part II. Prediction model

Cement and Concrete Research

Volumn 32, Issue 7, 2002, Pages 1095-1100

  Kim, Jin Keun ^a   Hun Han, Sang ^b   Kyun Park, Seok ^c  

^a Korea Advanced Institute of Science and Technology (KAIST)   (South Korea)

^b Korea Research Institute of Ships and Ocean Engineering   (South Korea)

^c Daejeon University   (South Korea)

Author keywords

Aging; Compressive strength; Elastic moduli; Splitting tensile strength; Temperature

Indexed keywords

ACTIVATION ENERGY; AGING OF MATERIALS; CEMENTS; COMPRESSIVE STRENGTH; DATA ACQUISITION; ELASTIC MODULI; TENSILE STRENGTH; THERMAL EFFECTS;

SPLITTING TENSILE STRENGTH;

CONCRETES;

EID: 0036643544     PISSN: 00088846     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0008-8846(02)00745-7     Document Type: Article

References (12)

1. Maturity of concrete: Method for predicting early-stage strength
2. Rate constant functions for strength development of concrete
3. Effect of temperature on the early-age properties of type I, type III, and type I/fly ash concrete
4. Estimation of compressive strength by a new apparent activation energy function
5. Later ages strength prediction by a modified maturity method
6. Concrete strength estimation at early ages: Modification of the method of equivalent age
7. Determination of apparent activation energy of concrete by isothermal calorimetry
8. Effect of mixing and curing temperature on concrete strength
9. Compressive strength development of concrete with different curing time and temperature
10. Early strength development of Portland and slag cement concretes cured at elevated temperatures
11. Thermal analysis of hydration heat in concrete structures with pipe-cooling system