Static and dynamic behavior of concrete and granite in tension with damage
Document Type
Article
Date of Original Version
7-1-2001
Abstract
A series of dynamic and static tensile-splitting experiments were performed on concrete and granite specimens to investigate the effect of induced damage on their tensile strength. These experiments were performed as part of a larger effort investigating the penetration process into the two materials. The strain rate each specimen was subjected to remained constant for these experiments, while the level of induced damage was increased. Damage was induced into the specimens through repeated drop-weight impacts and quantified using a statistical technique. The dynamic splitting experiments were performed using a split Hopkinson pressure bar (SHPB), while the static splitting experiments were conducted per the ASTM standard procedures D3967 and C496. As part of the investigation, photoelastic dynamic tensile-splitting experiments were also performed to establish the validity of using static relations for the determination of dynamic tensile strength. The experiments showed that the static splitting strength was highly dependent on the orientation of the induced damage with regard to the applied loading; however the dynamic tensile strength decreased with increasing damage with no apparent dependency on the random damage orientation. Photoelastic experiments have shown that the mechanism of failure changes for the dynamically tested damaged specimens, reducing their dependence on damage orientation. © 2001 Elsevier Science Ltd. All rights reserved.
Publication Title, e.g., Journal
Theoretical and Applied Fracture Mechanics
Volume
36
Issue
1
Citation/Publisher Attribution
Gomez, J. T., A. Shukla, and A. Sharma. "Static and dynamic behavior of concrete and granite in tension with damage." Theoretical and Applied Fracture Mechanics 36, 1 (2001): 37-49. doi: 10.1016/S0167-8442(01)00054-4.