Abstract: Microcracks were induced in cementitious systems by freeze-thaw action and by alkali–silica reaction. These mechanisms often co-exist with delayed ettringite formation in concretes. Mortars and concretes were subjected to a heat treatment cycle consisting of a pre-set period of 4 h at 23 °C followed by accelerated curing at 95 °C. To isolate the mechanical effects of induced microcracking, heat-cured specimens were subjected to varied prescribed damage induced by freeze-thaw or alkali–silica reaction prior to the onset of delayed ettringite formation. It was found that inducement of pre-formed microcracks led to an earlier onset of expansion due to delayed ettringite formation. Initially, microcracks enhanced ultimate expansion un...
Abstract: A model is proposed for predicting the intrinsic potential of Portland cements to exhibit ...
Mixed performance of composite cements exposed to freeze-thaw has been reported. A detailed understa...
The alkali-silica reaction (ASR) is a durability issue of concrete. The amorphous silica of aggregat...
Abstract: Microcracks were induced in cementitious systems by freeze-thaw action and by alkali–silic...
The large amount of ettringite detected in concrete affected by different failure mechanisms (alkali...
In order to better understand, explain, and predict expansion caused by delayed ettringite formation...
Delayed ettringite formation (DEF) can damage concrete that has experienced a temperature above abou...
Delayed ettringite formation (DEF) in concrete and mortar systems has been associated with deleterio...
Delayed ettringite formation (DEF) is also referred to as “Heat Induced Internal Sulfate Attack” whi...
It has been reported that nucleation of ettringite crystals in cement pastes will preferentially occ...
grantor: University of TorontoAround the world, many structures built during the last few ...
Delayed ettringite formation (DEF) in concrete causes internal swelling, which reduces the mechanica...
Synopsis: Delayed ettringite formation (DEF) occurs at late ages and the related heterogeneous expan...
The objectives of this research were to study the influence of cement composition and curing history...
Detection and quantification of microcracks caused by restrained autogenous shrinkage in high-perfor...
Abstract: A model is proposed for predicting the intrinsic potential of Portland cements to exhibit ...
Mixed performance of composite cements exposed to freeze-thaw has been reported. A detailed understa...
The alkali-silica reaction (ASR) is a durability issue of concrete. The amorphous silica of aggregat...
Abstract: Microcracks were induced in cementitious systems by freeze-thaw action and by alkali–silic...
The large amount of ettringite detected in concrete affected by different failure mechanisms (alkali...
In order to better understand, explain, and predict expansion caused by delayed ettringite formation...
Delayed ettringite formation (DEF) can damage concrete that has experienced a temperature above abou...
Delayed ettringite formation (DEF) in concrete and mortar systems has been associated with deleterio...
Delayed ettringite formation (DEF) is also referred to as “Heat Induced Internal Sulfate Attack” whi...
It has been reported that nucleation of ettringite crystals in cement pastes will preferentially occ...
grantor: University of TorontoAround the world, many structures built during the last few ...
Delayed ettringite formation (DEF) in concrete causes internal swelling, which reduces the mechanica...
Synopsis: Delayed ettringite formation (DEF) occurs at late ages and the related heterogeneous expan...
The objectives of this research were to study the influence of cement composition and curing history...
Detection and quantification of microcracks caused by restrained autogenous shrinkage in high-perfor...
Abstract: A model is proposed for predicting the intrinsic potential of Portland cements to exhibit ...
Mixed performance of composite cements exposed to freeze-thaw has been reported. A detailed understa...
The alkali-silica reaction (ASR) is a durability issue of concrete. The amorphous silica of aggregat...