Journal ArticleDOI
Split-Hopkinson Pressure-Bar tests on Concrete and Mortar in Tension and Compression
C. Allen Ross,Joseph W. Tedesco +1 more
Reads0
Chats0
About:
This article is published in Materials.The article was published on 1989-09-01. It has received 229 citations till now. The article focuses on the topics: Compressive strength & Ultimate tensile strength.read more
Citations
More filters
Journal ArticleDOI
Compressive behaviour of concrete at high strain rates
P. H. Bischoff,S. H. Perry +1 more
TL;DR: Experimental techniques commonly used for high strain-rate testing of concrete in compression, together with the methods used for measurement and recording of stress and strain, are critically assessed in the first part of this paper as discussed by the authors.
Journal ArticleDOI
A Review of Dynamic Experimental Techniques and Mechanical Behaviour of Rock Materials
TL;DR: A review of the development and the state of the art in dynamic testing techniques and dynamic mechanical behaviour of rock materials can be found in this article, where a detailed description of various dynamic mechanical properties (e.g., uniaxial and triaxial compressive strength, tensile strength, shear strength and fracture toughness) and corresponding fracture behaviour are discussed.
Journal ArticleDOI
Dynamic behavior of concrete at high strain rates and pressures: I. experimental characterization
D. L. Grote,S.W. Park,Min Zhou +2 more
TL;DR: In this paper, the effects of loading rate, hydrostatic pressure and microstructural heterogeneity on the load-carrying capacities of concrete and mortar were investigated using split Hopkinson pressure bar and plate impact.
Journal ArticleDOI
About the dynamic strength enhancement of concrete-like materials in a split Hopkinson pressure bar test
Qingming Li,H Meng +1 more
TL;DR: In this article, the authors examined the application of split Hopkinson pressure bar (SHPB) to determine the dynamic strength of concrete-like materials whose compressive strength is hydrostatic-stress-dependent and showed that the apparent dynamic strength enhancement beyond the strain-rate of 102 s−1 is strongly influenced by the hydrostatic stress effect due to the lateral inertia confinement in a SHPB test.
Journal ArticleDOI
Impact Response of Reinforced Concrete Beam and Its Analytical Evaluation
TL;DR: In this paper, the authors examined the impact responses of reinforced concrete (RC) beams through an experimental study and presented an analytical model developed to predict the maximum midspan deflection and maximum impact load.
Related Papers (5)
Dynamic behavior of concrete at high strain rates and pressures: I. experimental characterization
D. L. Grote,S.W. Park,Min Zhou +2 more