High-strain-rate tensile behaviour of concrete-Reference-Cited by-同舟云学术

High-strain-rate tensile behaviour of concrete

Published:2000-10 Issue:5 Volume:52 Page:365-370
ISSN:0024-9831
Container-title:Magazine of Concrete Research
language:en
Short-container-title:Magazine of Concrete Research

Author:

Cadoni E.¹,Labibes K.²,Berra M.³,Giangrasso M.⁴,Albertini C.²

Affiliation:

1. Institute of Mechanics Materials, via al Monlino 6 6916 Lugano-Grancia, Switzerland

2. Joint Research Centre, via Fermi 21020 Ispra, Italy

3. ENEL, Polo Idraulico Struthurale, via Pozzobonelli 6 20162 Milan, Italy

4. ANPA, via V. Brancati 00100 Rome, Italy

Abstract

In order to study the dynamic behaviour of concrete, a wide programme of research has been carried out at the Joint Research Centre, Ispra site by means of the Hopkinson bar bundle. The aim of this study was to produce new data on some debated basic subjects of industrial importance, such as the behaviour of plain concrete at strain rates corresponding to those provoked by quasi-static, earthquake and impact loading. In this paper the high-strain-rate tensile behaviour of plain concrete is described.

Publisher

Thomas Telford Ltd.

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Link

https://www.icevirtuallibrary.com/doi/pdf/10.1680/macr.2000.52.5.365

Reference9 articles.

1. Study of the true tensile stress-strain diagram of plain concrete with real size aggregate ; need for and design of a large Hopkinson bar bundle

2. Dispersion of Compressional Waves in Isotropic Rods of Rectangular Cross Section

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