We study the creep behavior of a disordered brittle material (concrete) under successive loading steps, using acoustic emission and ultrasonic sensing to track internal damage. The primary creep rate is observed to follow a (Omori-type) power-law decay in the strain rate, the number of acoustic emission events, as well as the amplitudes of the ultrasonic beams, supporting a brittle-creep mechanism. The distribution of acoustic emission event energies is observed to have a scale-free power-law distribution instead of a truncated one expected for a system approaching a critical point at failure. The main outcome is, however, the discovery of unexpected history effects that make the material less prone to creep when it has been previously defo...
International audienceThe serviceability of concrete structures is a coupled problem in which creep ...
The stability of deep rock engineering, especially during the excavation, is inextricably linked to ...
International audienceIn this manuscript, we propose an exhaustion model and an adapted work-hardeni...
Funding Information: We thank Chi-Cong Vu for the sample preparation, Philémon Peltier for the imple...
International audienceMany researchers have proposed hypotheses concerning the physical mechanisms t...
International audienceConcrete structures are susceptible to degradation due to delayed strains that...
International audienceThe serviceability of concrete structures is a problem in which creep and dama...
When concrete is subjected to sustained load, it first deforms elastically and then continues to def...
International audienceDespite the large number of studies, the mechanisms involved during creep of c...
In order to design reliable concrete structures, prediction of long term behaviour of concrete is im...
Understanding the time-dependent brittle deformation behavior of concrete as a main building materia...
International audienceThe serviceability of concrete structures is a coupled problem in which fractu...
Creep and damage in concrete govern the long-term deformability of concrete. Thu...
International audienceRecent experiences and results investigating flexural creep tests with various...
Creep and shrinkage are important time-dependent phenomena to consider when designing reinforced con...
International audienceThe serviceability of concrete structures is a coupled problem in which creep ...
The stability of deep rock engineering, especially during the excavation, is inextricably linked to ...
International audienceIn this manuscript, we propose an exhaustion model and an adapted work-hardeni...
Funding Information: We thank Chi-Cong Vu for the sample preparation, Philémon Peltier for the imple...
International audienceMany researchers have proposed hypotheses concerning the physical mechanisms t...
International audienceConcrete structures are susceptible to degradation due to delayed strains that...
International audienceThe serviceability of concrete structures is a problem in which creep and dama...
When concrete is subjected to sustained load, it first deforms elastically and then continues to def...
International audienceDespite the large number of studies, the mechanisms involved during creep of c...
In order to design reliable concrete structures, prediction of long term behaviour of concrete is im...
Understanding the time-dependent brittle deformation behavior of concrete as a main building materia...
International audienceThe serviceability of concrete structures is a coupled problem in which fractu...
Creep and damage in concrete govern the long-term deformability of concrete. Thu...
International audienceRecent experiences and results investigating flexural creep tests with various...
Creep and shrinkage are important time-dependent phenomena to consider when designing reinforced con...
International audienceThe serviceability of concrete structures is a coupled problem in which creep ...
The stability of deep rock engineering, especially during the excavation, is inextricably linked to ...
International audienceIn this manuscript, we propose an exhaustion model and an adapted work-hardeni...