Size and Relative Stiffness Effects on Compressive Failure of Concrete Columns Wrapped with Glass FRP-Reference-Cited by-同舟云学术

Size and Relative Stiffness Effects on Compressive Failure of Concrete Columns Wrapped with Glass FRP

Published:2006-06 Issue:3 Volume:18 Page:334-342
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Silva Manuel A.¹²,Rodrigues Carlos C.¹²

Affiliation:

1. Full Professor, Centro de Investigação em Estruturas e Construção—UNIC, Faculdade de Ciências e Tecnologia, Universidade Nova de Lisboa, 2829-516 Caparica, Portugal.

2. Assistant Professor, Centro de Investigação em Estruturas e Construção—UNIC, Faculdade de Ciências e Tecnologia, Universidade Nova de Lisboa, 2829-516 Caparica, Portugal.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290899-1561%282006%2918%3A3%28334%29

Reference24 articles.

1. The laws of similitude and crack propagation

2. Size Effect in Blunt Fracture: Concrete, Rock, Metal

3. Scaling Laws in Mechanics of Failure

4. Bažant Z. P. and Novak D. (2000). “Energetic-statistical size effect in quasi-brittle failure at crack initialization.” ACI Mater. J.AMAJEF0889-325X 381–292.

5. Zero-Brittleness Size-Effect Method for One-Size Fracture Test of Concrete

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