Load-deflection curves for a notched beam under three-point load are determined using the Fictitious Crack Model (FCM) and Blunt Crack Model (BCM). Two values of fracture energy G, are used in this analysis: (i) GF obtained from the size effect law and (ii) G, obtained independently of the size effe
Prediction of load-deflection behavior of plain concrete from fracture energy
โ Scribed by P. Nallathambi; B.L. Karihaloo
- Publisher
- Elsevier Science
- Year
- 1986
- Tongue
- English
- Weight
- 473 KB
- Volume
- 16
- Category
- Article
- ISSN
- 0008-8846
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โฆ Synopsis
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 that accounts for the strain hardening in the material prior to the attainment of peak load.
It is also argued that fracture energy in its present form is dependent on the specimen size and that it is not therefore a reliable indicator of the fracture toughness of plain concrete.
๐ SIMILAR VOLUMES
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
## Abstract Impact behavior can be predicted for rateโdependent foams from constant rate of strain response. The response must be factorized into a rateโdependent modulus function and a strainโdependent function. In this way the rateโdependent modulus can vary throughout the impact as the velocity