Experimental tests are reported on the thermal elongation of unloaded concrete specimen during heating and cooling. Steel reinforcing bars of Tempcore with diameters of 12 and 25 mm were tested at elevated temperature (steady state as well as transient situation) and also after cooling down to 20°C.Grant "Ferdinand de Waele" of the N.F.S.R
The bond behavior between steel and concrete was evaluated under elevated temperatures of 23, 100, 2...
The need to acquire knowledge of the effect of temperature on concrete has been intensified in the r...
The object of this investigation was to determine the behavior of plain and reinforced cement concre...
Reinforcing bars of 12 mm and 25 mm have been tested, at room temperature, at elevated temperatures ...
This thesis describes an investigation of the effect of elevated temperatures upon the properties of...
The concrete structures have usually good behavior in fire. However, when the fire is severe and of...
The decay in the local bond performance of reinforcement bars in concrete due to exposure to high te...
This paper deals with the description of tests on concrete subjected to a high temperature and then ...
This paper deals with experimental study of transient thermal creep and other parameters, as elastic...
ABSTRACT Two active mechanisms producing self-induced stresses in immature concrete have been identi...
The result of this master’s thesis is acquaintance with the issues of cement concrete resistance to ...
The fracture energy of high-performance concrete (HPC) with a compressive strength of 67·1 MPa was s...
The occurrence of a fire in a building raises a number of important questions regarding the post-fir...
WOS: 000254222400003In this Study, the effects of temperature level and time on the mechanical behav...
In the case of exceptional accidents, nuclear containment structures may be submitted to an interna...
The bond behavior between steel and concrete was evaluated under elevated temperatures of 23, 100, 2...
The need to acquire knowledge of the effect of temperature on concrete has been intensified in the r...
The object of this investigation was to determine the behavior of plain and reinforced cement concre...
Reinforcing bars of 12 mm and 25 mm have been tested, at room temperature, at elevated temperatures ...
This thesis describes an investigation of the effect of elevated temperatures upon the properties of...
The concrete structures have usually good behavior in fire. However, when the fire is severe and of...
The decay in the local bond performance of reinforcement bars in concrete due to exposure to high te...
This paper deals with the description of tests on concrete subjected to a high temperature and then ...
This paper deals with experimental study of transient thermal creep and other parameters, as elastic...
ABSTRACT Two active mechanisms producing self-induced stresses in immature concrete have been identi...
The result of this master’s thesis is acquaintance with the issues of cement concrete resistance to ...
The fracture energy of high-performance concrete (HPC) with a compressive strength of 67·1 MPa was s...
The occurrence of a fire in a building raises a number of important questions regarding the post-fir...
WOS: 000254222400003In this Study, the effects of temperature level and time on the mechanical behav...
In the case of exceptional accidents, nuclear containment structures may be submitted to an interna...
The bond behavior between steel and concrete was evaluated under elevated temperatures of 23, 100, 2...
The need to acquire knowledge of the effect of temperature on concrete has been intensified in the r...
The object of this investigation was to determine the behavior of plain and reinforced cement concre...