Experimental Behavior of FRP Strengthened Masonry Arches

Author:

Oliveira Daniel V.123,Basilio Ismael123,Lourenço Paulo B.123

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, ISISE, Univ. of Minho, Azurém, P-4800-058 Guimarães, Portugal (corresponding author).

2. Former Ph.D. Student, Dept. of Civil Engineering, ISISE, Univ. of Minho, Azurém, P-4800-058 Guimarães, Portugal.

3. Professor, Dept. of Civil Engineering, ISISE, Univ. of Minho, Azurém, P-4800-058 Guimarães, Portugal.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Reference16 articles.

1. Strengthening of Unreinforced Masonry Walls Using FRPs

2. Stress analysis of masonry vaults and static efficacy of FRP repairs

3. Basilio I. (2007). “Strengthening of arched masonry structures with composites materials.” Ph.D. thesis Universidade do Minho ⟨www.civil.uminho.pt/masonry⟩.

4. Basilio I. Oliveira D. V. and Lourenço P. B. (2004). “Optimal FRP strengthening of masonry arches.” Proc. 13th Int. Brick/Block Masonry Conf. D. Martens and A. Vermeltfoort eds. Amsterdam 361–370.

5. Briccoli Bati S. and Rovero L. (2001). “Experimental validation of a proposed numerical model for the FRP consolidation of masonry arches.” Proc. 3rd Int. Seminar on Structural Analysis of Historical Constructions Universidade do Minho Guimarães 1057–1066.

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