๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

Prediction of load-deflection behavior of plain concrete from fracture energy

โœ Scribed by P. Nallathambi; B.L. Karihaloo


Publisher
Elsevier Science
Year
1986
Tongue
English
Weight
473 KB
Volume
16
Category
Article
ISSN
0008-8846

No coin nor oath required. For personal study only.

โœฆ 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.


๐Ÿ“œ SIMILAR VOLUMES


Prediction of load-deflection behaviour
โœ K.T.Sundara Raja Iyengar; B.K. Raghuprasad; T.S. Nagaraj; Bharti Patel ๐Ÿ“‚ Article ๐Ÿ“… 1993 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 601 KB

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

Fracture behavior of concrete under high
โœ Byung Hwan Oh ๐Ÿ“‚ Article ๐Ÿ“… 1990 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 525 KB

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

Energy absorption in polymeric foams. II
โœ David M. Schwaber; Eberhard A. Meinecke ๐Ÿ“‚ Article ๐Ÿ“… 1971 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 533 KB

## Abstract Impact behavior can be predicted for rateโ€dependent foams from constant rate of strain response. The response must be factorized into a rateโ€dependent modulus function and a strainโ€dependent function. In this way the rateโ€dependent modulus can vary throughout the impact as the velocity