Bond Behavior of Near-Surface Mounted FRP Strips Bonded to Modern Clay Brick Masonry Prisms: Influence of Strip Orientation and Compression Perpendicular to the Strip-Reference-Cited by-同舟云学术

Bond Behavior of Near-Surface Mounted FRP Strips Bonded to Modern Clay Brick Masonry Prisms: Influence of Strip Orientation and Compression Perpendicular to the Strip

Published:2009-06 Issue:3 Volume:13 Page:169-178
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Petersen Robert B.¹²³,Masia Mark J.¹²³,Seracino Rudolf¹²³

Affiliation:

1. Ph.D. Candidate, Centre for Infrastructure Performance and Reliability, School of Engineering, The Univ. of Newcastle, Callaghan, NSW, Australia (corresponding author).

2. Senior Lecturer, Centre for Infrastructure Performance and Reliability, School of Engineering, The Univ. of Newcastle, Callaghan, NSW, Australia.

3. Associate Professor, Dept. of Civil, Construction, and Environmental Engineering, North Carolina State Univ., Raleigh, NC 27695-7533.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0268%282009%2913%3A3%28169%29

Reference10 articles.

1. ASTM. (1993). “Standard test method for diagonal tension (shear) in masonry assemblages.” ASTM E 519-93 Philadelphia.

2. Near-surface mounted FRP reinforcement: An emerging technique for strengthening structures

3. IC debonding resistance of groups of FRP NSM strips in reinforced concrete beams

4. Petersen R. B. Masia M. J. and Seracino R. (2008). “Experimental verification of finite element model to predict the shear behaviour of NSM FRP strengthened masonry walls.” Proc. 14th Int. Brick and Block Masonry Conf. Sydney Australia Paper No. 121.

5. IC Debonding of FRP NSM and EB Retrofitted Concrete: Plate and Cover Interaction Tests

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