Alain Benjamin Giorla
Current Organizations / Institutes
The organizations/institutes from the scholar's latest article
Previous Organizations / Institutes
The organizations / institutes from the scholar's other articles in the past ten years
Research Subjects
Alain Benjamin Giorla has a total of 18 co-authors. Here are the top co-authors by number of shared publications:
- Yann Le Pape
ORNL
5 shared publications - Cyrille F. Dunant
Engineering Department, University of Cambridge, Cambridge, UK
3 shared publications - Benoît Bary
CEA, DEN, DPC, SECR, Laboratoire d'Etude du Comportement des Bétons et des Argiles, F-91191 Gif-sur-Yvette, France
2 shared publications Charles Toulemonde
2 shared publicationsJulien Sanahuja
2 shared publicationsAnh-Binh Tran
1 shared publication
Latest Publications
- 1 March 2020
- Published by Elsevier in Construction and Building Materials
- Vol. 238, 117641
Effect of alkali-silica reaction on the fracture properties of confined concrete
- 1 March 2020
- Published by Elsevier in Construction and Building Materials
- Vol. 238, 117641
Effect of alkali-silica reaction on the fracture properties of confined concrete
- 1 November 2017
- Published by Office of Scientific and Technical Information (OSTI)
Implementation of Concrete Creep Model in Grizzly
The extension of service life of Nuclear Power Plants (NPPs) in the United States from 60 to 80 years requires an assessment of the durability of all components under long-term operation conditions, including the concrete structure itself. This, in turns, requires building predictive numerical models able to represent the long-term material behavior.
- 1 November 2017
- Published by Office of Scientific and Technical Information (OSTI)
Implementation of Concrete Creep Model in Grizzly
The extension of service life of Nuclear Power Plants (NPPs) in the United States from 60 to 80 years requires an assessment of the durability of all components under long-term operation conditions, including the concrete structure itself. This, in turns, requires building predictive numerical models able to represent the long-term material behavior.
- 1 August 2017
- Published by Office of Scientific and Technical Information (OSTI)
Development of Fast Fourier Transform (FFT) micro-mechanical simulations of concrete specimens characterized by micro-X-ray fluorescence
The U.S. Department of Energy's Office of Scientific and Technical Information
- 1 August 2017
- Published by Office of Scientific and Technical Information (OSTI)
Development of Fast Fourier Transform (FFT) micro-mechanical simulations of concrete specimens characterized by micro-X-ray fluorescence
The U.S. Department of Energy's Office of Scientific and Technical Information
- 1 June 2017
- Published by American Society of Civil Engineers (ASCE) in Journal of Nanomechanics and Micromechanics
- Vol. 7 (2)
Computing Creep-Damage Interactions in Irradiated Concrete
Among various degradation mechanisms possibly affecting the long-term operation of nuclear power plants, the effects of induced expansion and internal degradation occurring in concrete exposed to high-flux neutron radiation require additional research. Notably, using short-term test-reactor data to assess the long-term structural significance of light-water reactor concrete biological shields necessitates properly capturing the concurrent time-dependent effects, e.g., creep and damage caused by radiation-induced volumetric degradation. As this poses significant numerical challenges, a creep-damage algorithm was developed to account simultaneously for the progress of damage and viscoelastic processes in the concrete microstructure. The algorithm uses a time-adaptive scheme in which the instants at which damage occurs are explicitly searched for. This provides a nonlocal continuum damage procedure with very low sensitivity to the time or loading step. The proposed method is then used to simulate creep and restraint effects on radiation-induced degradation in concrete.
- 1 June 2017
- Published by American Society of Civil Engineers (ASCE) in Journal of Nanomechanics and Micromechanics
- Vol. 7 (2)
Computing Creep-Damage Interactions in Irradiated Concrete
Among various degradation mechanisms possibly affecting the long-term operation of nuclear power plants, the effects of induced expansion and internal degradation occurring in concrete exposed to high-flux neutron radiation require additional research. Notably, using short-term test-reactor data to assess the long-term structural significance of light-water reactor concrete biological shields necessitates properly capturing the concurrent time-dependent effects, e.g., creep and damage caused by radiation-induced volumetric degradation. As this poses significant numerical challenges, a creep-damage algorithm was developed to account simultaneously for the progress of damage and viscoelastic processes in the concrete microstructure. The algorithm uses a time-adaptive scheme in which the instants at which damage occurs are explicitly searched for. This provides a nonlocal continuum damage procedure with very low sensitivity to the time or loading step. The proposed method is then used to simulate creep and restraint effects on radiation-induced degradation in concrete.
- 1 December 2015
- Published by Elsevier in Nuclear Engineering and Design
- Vol. 295, 59-73
Meso-scale modeling of irradiated concrete in test reactor
- 1 December 2015
- Published by Elsevier in Nuclear Engineering and Design
- Vol. 295, 59-73
Meso-scale modeling of irradiated concrete in test reactor
- 17 September 2015
- Published by American Society of Civil Engineers (ASCE)
- p. 537-540
A Creep-Damage Model for Mesoscale Simulations of Concrete Expansion-Degradation Phenomena
Long-term performance of aging concrete in nuclear power plants (NPPs) requires a careful examination of the physical phenomena taking place in the material. Concrete under high neutron irradiation is subjected to large irreversible deformations as well as mechanical damage, caused by a swelling of the aggregates. Mesoscale numerical simulations are performed to separate the underlying mechanisms and their interactions. The cement paste creep-damage model accounts for the effect of the loading rate on the apparent damage properties of the material and uses an event-based approach to capture the competition between creep and damage. The model is applied to the simulation of irradiation experiments from the literature and shows a good agreement with the experimental data.
- 17 September 2015
- Published by American Society of Civil Engineers (ASCE)
- p. 537-540
A Creep-Damage Model for Mesoscale Simulations of Concrete Expansion-Degradation Phenomena
Long-term performance of aging concrete in nuclear power plants (NPPs) requires a careful examination of the physical phenomena taking place in the material. Concrete under high neutron irradiation is subjected to large irreversible deformations as well as mechanical damage, caused by a swelling of the aggregates. Mesoscale numerical simulations are performed to separate the underlying mechanisms and their interactions. The cement paste creep-damage model accounts for the effect of the loading rate on the apparent damage properties of the material and uses an event-based approach to capture the competition between creep and damage. The model is applied to the simulation of irradiation experiments from the literature and shows a good agreement with the experimental data.
- 1 April 2015
- Published by Elsevier in Cement and Concrete Research
- Vol. 70, 1-8
Influence of visco-elasticity on the stress development induced by alkali–silica reaction
- 1 April 2015
- Published by Elsevier in Cement and Concrete Research
- Vol. 70, 1-8
Influence of visco-elasticity on the stress development induced by alkali–silica reaction
- 1 March 2015
- Published by Office of Scientific and Technical Information (OSTI)
Advanced Numerical Model for Irradiated Concrete
The U.S. Department of Energy's Office of Scientific and Technical Information
- 1 March 2015
- Published by Office of Scientific and Technical Information (OSTI)
Advanced Numerical Model for Irradiated Concrete
The U.S. Department of Energy's Office of Scientific and Technical Information
- 20 November 2013
- Published by Wiley in International Journal for Numerical Methods in Engineering
- Vol. 97 (6) , 454-472
Finite elements in space and time for the analysis of generalised visco-elastic materials
- 20 November 2013
- Published by Wiley in International Journal for Numerical Methods in Engineering
- Vol. 97 (6) , 454-472
Finite elements in space and time for the analysis of generalised visco-elastic materials
- 1 April 2013
- Published by Elsevier in Advances in Engineering Software
- Vol. 58, 1-12
A critical comparison of several numerical methods for computing effective properties of highly heterogeneous materials
- 1 April 2013
- Published by Elsevier in Advances in Engineering Software
- Vol. 58, 1-12
A critical comparison of several numerical methods for computing effective properties of highly heterogeneous materials