Abstract
Extraordinary actions such as blast loadings and high velocity impact are rare, but usually have devastating effects. Thus, making critical infrastructures, such as military and governmental facilities, power-plants, dams, bridges, hospitals, etc., more resilient against these hazards is one of the best ways to protect ourselves and our societies. Since concrete is a very common construction material, the development of realistic numerical tools to efficiently simulate its failure behavior under extreme dynamic loading conditions is of paramount importance, but still a major challenge.
This thesis presents a new stress-based nonlocal effective rate-dependent damage model, developed to simulate the dynamic response and failure of concrete during ballistic impact. The proposed isotropic damage formulation combines the effect of three damage modes: (i ) tension (mode I), (i i ) compressive-shear (mode II and mixed-mode) and (i i i ) hydrostatic damage to describe crushing of the cement matrix under pressure. The strain-rate dependent update of the constitutive relations to express the dynamic increase of strength and fracture energy in tension and compression is made a function of an effective rate, instead of the commonly used instantaneous strain rate. An enhanced version of the stress-based nonlocal regularization scheme is used to correct spurious mesh sensitivity. The proposedmodel was developed solely in the effective strain-space, following an entirely explicit computation scheme.
This thesis presents a new stress-based nonlocal effective rate-dependent damage model, developed to simulate the dynamic response and failure of concrete during ballistic impact. The proposed isotropic damage formulation combines the effect of three damage modes: (i ) tension (mode I), (i i ) compressive-shear (mode II and mixed-mode) and (i i i ) hydrostatic damage to describe crushing of the cement matrix under pressure. The strain-rate dependent update of the constitutive relations to express the dynamic increase of strength and fracture energy in tension and compression is made a function of an effective rate, instead of the commonly used instantaneous strain rate. An enhanced version of the stress-based nonlocal regularization scheme is used to correct spurious mesh sensitivity. The proposedmodel was developed solely in the effective strain-space, following an entirely explicit computation scheme.
Original language | English |
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Awarding Institution |
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Award date | 1 Dec 2017 |
Print ISBNs | 978-94-028-0848-3 |
DOIs | |
Publication status | Published - 2017 |
Keywords
- Concrete
- Ballistic impact
- Hydrostatic damage
- Stress-based nonlocal
- Effective rate