Derivation of the True Strain Rate Effect of Roller Compacted Concrete (RCC) from Impact-Induced Fragmentation

Volume: 19, Issue: 9, Pages: 1040 - 1051
Published: Sep 22, 2021
Abstract
The true strain-rate effect for roller compacted concrete (RCC) removing the structural effect is a primary concern to achieve a reliable response prediction of RCC structures. In this study, a series of laboratory tests were carried out to study the dynamic compressive strength of RCC specimens with three different sizes subjected to various high-rate loadings. Based on the traditional decoupling method, the strength enhancements due to the...
Paper Details
Title
Derivation of the True Strain Rate Effect of Roller Compacted Concrete (RCC) from Impact-Induced Fragmentation
Published Date
Sep 22, 2021
Volume
19
Issue
9
Pages
1040 - 1051
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