Mechanisms of tensile fracture of concrete are described. A model is developed for an idealized material. The amount of simultaneous cracking and the path of each crack depend on the rate of stressing. The fracture energy and the tensile strength have been determined as functions of the rate of load
Fracture behavior of concrete under high rates of loading
β Scribed by Byung Hwan Oh
- Publisher
- Elsevier Science
- Year
- 1990
- Tongue
- English
- Weight
- 525 KB
- Volume
- 35
- Category
- Article
- ISSN
- 0013-7944
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β¦ Synopsis
Fracture properties and fracture behavior of concrete under dynamic loadings are investigated. Several series of concrete beams were tested under various rates of loadings. The relative initial notch depths of test beams were varied from zero to 0.75. The loaddeflection curves and the corresponding fracture energies are determined for various cases. The variation of fracture energy with notch depth is established. The fracture energy of concrete is found to increase with an increase of loading rate. A rate-dependent expression to predict the dynamic fracture energy of concrete is proposed. The nominal failure stresses for various notched beams are also studied and found to depend on the rates of loading. The increase of nominal failure stress due to dynamic Ioading is fo~ulated.
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An experimental investigation was conducted to examine how the upper stress intensity factor in parallel shear KrrrQ (similar to KrQ for Mode I) is affected by increasing the tensile strength of a material. Round notched and precracked bar specimens, fabricated from 4340 steel were used for the inve
The paper examines two existing models for predicting the load-deflection behavior of plain concrete from fracture energy measured in three-point bending. These models are shown to overestimate the peak load attainable by concrete beams. This major drawback is overcome by proposing a new model tha