This paper presents the results of observations of scanning electron microscope (SEM) micro/macro crack development and simultaneous measurements of temperature-dependent stress–strain relations of hardened cement pastes (HCP) and mortar under a steady thermal state (up to 500 °C) and a displacement-controlled loading process. The experimental results showed that the thermal damage of HCP was not only due to the recognized decomposition of the hydration products but also to the formation of dehydration-induced microcracks. These damage mechanisms, together with three other types of macrocracks arisen from the mismatch of expansion/shrinkage between the phase materials (HCP and aggregates) contributed to the thermal damage of the mortar. By ...
The temperature is known to influence the strength and durability of concrete. Temperature has also ...
The hydration temperature has a considerable effect on the microstructure of cement paste. The micro...
This research has been conducted within the framework of the study of concrete behaviour at high tem...
1 v. (various pagings) : ill. ; 30 cm.PolyU Library Call No.: [THS] LG51 .H577P CSE 2004 FuThis thes...
It is commonly understood that the microstructure of cement paste controles the water expulsion from...
When a concrete structure is exposed to high temperature, the mechanical damage and chemical transfo...
High temperature effect on cement-based composites, such as concrete or mortars, represents one of t...
International audienceThis experimental investigation focuses on a mortar heated/cooled up to 105, 2...
Concrete structures are considered to have higher degree of thermal and fire resistance than steel s...
Detection and quantification of microcracks caused by restrained autogenous shrinkage in high-perfor...
This paper presents the development and verification of 2-D mesoscopic thermoelastic damage model us...
In the paper the cluster cracks of cement paste that has been modified with metakaolinite was analyz...
WOS:000378955000013International audienceThe present paper deals with the dimensional variations of ...
International audienceThe results of a macro-scale experimental study of the effect of heating on a ...
Abstract: Microcracks were induced in cementitious systems by freeze-thaw action and by alkali–silic...
The temperature is known to influence the strength and durability of concrete. Temperature has also ...
The hydration temperature has a considerable effect on the microstructure of cement paste. The micro...
This research has been conducted within the framework of the study of concrete behaviour at high tem...
1 v. (various pagings) : ill. ; 30 cm.PolyU Library Call No.: [THS] LG51 .H577P CSE 2004 FuThis thes...
It is commonly understood that the microstructure of cement paste controles the water expulsion from...
When a concrete structure is exposed to high temperature, the mechanical damage and chemical transfo...
High temperature effect on cement-based composites, such as concrete or mortars, represents one of t...
International audienceThis experimental investigation focuses on a mortar heated/cooled up to 105, 2...
Concrete structures are considered to have higher degree of thermal and fire resistance than steel s...
Detection and quantification of microcracks caused by restrained autogenous shrinkage in high-perfor...
This paper presents the development and verification of 2-D mesoscopic thermoelastic damage model us...
In the paper the cluster cracks of cement paste that has been modified with metakaolinite was analyz...
WOS:000378955000013International audienceThe present paper deals with the dimensional variations of ...
International audienceThe results of a macro-scale experimental study of the effect of heating on a ...
Abstract: Microcracks were induced in cementitious systems by freeze-thaw action and by alkali–silic...
The temperature is known to influence the strength and durability of concrete. Temperature has also ...
The hydration temperature has a considerable effect on the microstructure of cement paste. The micro...
This research has been conducted within the framework of the study of concrete behaviour at high tem...