CRITICAL NORMAL FRACTURE STRAIN OF PLAIN AND STEEL WIRE FIBROUS- REINFORCED CONCRETE

reportActive / Technical Report | Accession Number: AD0695719 | Open PDF

Abstract:

The report presents the results of a series of eighty-one impact tests performed on 5.1 x 88.9-cm 2.0 x 35.0-in. cylindrical test specimens. The cylinders consisted of either plain or steel wire fibrous-reinforced concrete. Basic properties relating to the concrete test specimens used were quantitatively evaluated static ultimate tensile strength and the corresponding ultimate tensile strain static initial Youngs modulus of elasticity static ultimate unconfined compressive strength, specific gravity, mass density seismic velocity dynamic Youngs modulus of elasticity. Histograms for the frequency distributions of basic material properties show variations of these properties within the experiment. The results revealed that the critical normal fracture strain critical value of tensile strain which causes fracture of the material of the materials tested is functionally dependent on the rise times of the straining pulse. The results also showed that the critical normal fracture strain of plain concrete can be increased by the inclusion of the randomly placed steel wire fibre of the type tested.

Security Markings

DOCUMENT & CONTEXTUAL SUMMARY

Distribution:
Approved For Public Release
Distribution Statement:
Approved For Public Release; Distribution Is Unlimited.

RECORD

Collection: TR
Identifying Numbers
Subject Terms