Role of the Matrix Layers in the Stress-Transfer Mechanism of FRCM Composites Bonded to a Concrete Substrate-Reference-Cited by-同舟云学术

Role of the Matrix Layers in the Stress-Transfer Mechanism of FRCM Composites Bonded to a Concrete Substrate

Published:2015-06 Issue:6 Volume:141 Page:04014165
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Carloni C.¹,D’Antino T.²,Sneed L. H.³,Pellegrino C.⁴

Affiliation:

1. Associate Professor, Dept. of Civil, Chemical, Environmental, and Materials Engineering (DICAM), Viale Risorgimento 36, Univ. of Bologna, 40136 Bologna, Italy; formerly, Associate Professor, Univ. of Hartford, West Hartford, CT 06117 (corresponding author).

2. Postdoctoral Student, Dept. of Civil, Architectural, and Environmental Engineering (DICEA), Univ. of Padova, 35131 Padova, Italy.

3. Associate Professor, Dept. of Civil, Architectural & Environmental Engineering, Missouri Univ. of Science and Technology, Rolla, MO 65409.

4. Assistant Professor, Dept. of Civil, Architectural, and Environmental Engineering (DICEA), Univ. of Padova, 35131 Padova, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0000883

Reference22 articles.

1. Banholzer B. (2004). “Bond behavior of multi-filament yarn embedded in a cementitious matrix.” Ph.D. thesis Rheinisch-Westfälische Technische Hochschule (RETH) Aachen Univ. Aachen Germany.

2. Carloni C. Sneed L. H. and D’Antino T. (2013). “Interfacial bond characteristics of fiber reinforced cementitious matrix for external strengthening of reinforced concrete members.” Proc. 8th Int. Conf. on Fracture Mechanics of Concrete and Concrete Structures J. G. M. Van Mier et al. eds. Barcelona International Center for Numerical Methods in Engineering Barcelona Spain 129–137.

3. A finite-difference model with mixed interface laws for shear tests of FRP plates bonded to concrete

4. Shear tests of carbon fiber plates bonded to concrete with control of snap-back

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