The compressive strengths of unsealed samples of concrete at the age of 180 days and have been measured at temperatures 20 °C, 300 °C, 600 °C and 900 °C. All of tests were performed for cold material. We compared our results with those obtained in [10] for the same type of concrete (age 28, resp. 90 days and measured at temperature ranging from 20 °C to 280 °C). Dependencies of compressive strength and porosity were correlated together and compared for the samples of age 28, 90 and 180 days. Behaviour of concrete of the age 90, resp. 180 days confirms generally accepted hypothesis that with increasing porosity strength of the concrete decreases. It has to be stressed out, howerer, that concrete samples of the age 28 days exhibit totally opp...
There are some special problems involved in concreting in hot weather, where they would arise from a...
The maturity method used for the estimation strength gain in concrete based on the measured temperat...
The strength and E-modulus of concrete are decisive parameters when it comes to ultimate limit state...
The compressive strengths of unsealed samples of concrete at the age of 180 days and have been measu...
International audienceNormal-strength concrete mixed in summer can be less strong than the annual av...
This study examined the relative strength-maturity relationship of high-strength concrete (HSC) spec...
Time and curing conditions may impact the strength and permeability of concrete. The strength and pe...
Concrete strength is fairly sensitive to environmental effects. Extreme weather conditions and chang...
Thirty-eight mix proportions of ordinary Portland cement-slag mortars (OSMs) were used to study the ...
23-28In this study, the effects of temperature level and time on the mechanical behaviour of concret...
The combined influence of service temperature and loading rate on the compressive strength of concre...
WOS: 000254222400003In this Study, the effects of temperature level and time on the mechanical behav...
Thisstudy was directed toward performance of concrete under varying water to cementitious materials ...
Thisstudy was directed toward performance of concrete under varying water to cementitious materials ...
This report presents a method of predicting compressive strength of concrete. The approach is based...
There are some special problems involved in concreting in hot weather, where they would arise from a...
The maturity method used for the estimation strength gain in concrete based on the measured temperat...
The strength and E-modulus of concrete are decisive parameters when it comes to ultimate limit state...
The compressive strengths of unsealed samples of concrete at the age of 180 days and have been measu...
International audienceNormal-strength concrete mixed in summer can be less strong than the annual av...
This study examined the relative strength-maturity relationship of high-strength concrete (HSC) spec...
Time and curing conditions may impact the strength and permeability of concrete. The strength and pe...
Concrete strength is fairly sensitive to environmental effects. Extreme weather conditions and chang...
Thirty-eight mix proportions of ordinary Portland cement-slag mortars (OSMs) were used to study the ...
23-28In this study, the effects of temperature level and time on the mechanical behaviour of concret...
The combined influence of service temperature and loading rate on the compressive strength of concre...
WOS: 000254222400003In this Study, the effects of temperature level and time on the mechanical behav...
Thisstudy was directed toward performance of concrete under varying water to cementitious materials ...
Thisstudy was directed toward performance of concrete under varying water to cementitious materials ...
This report presents a method of predicting compressive strength of concrete. The approach is based...
There are some special problems involved in concreting in hot weather, where they would arise from a...
The maturity method used for the estimation strength gain in concrete based on the measured temperat...
The strength and E-modulus of concrete are decisive parameters when it comes to ultimate limit state...