期刊
ENGINEERING FRACTURE MECHANICS
卷 117, 期 -, 页码 94-111出版社
PERGAMON-ELSEVIER SCIENCE LTD
DOI: 10.1016/j.engfracmech.2014.01.011
关键词
Bond; Cementitious matrix; Concrete; FRCM composite; Mode-II
类别
资金
- National University Transportation Center (NUTC) at Missouri ST
The results of single-lap shear tests, conducted on specimens with fiber reinforced cementitious matrix (FRCM) composite strips bonded to concrete blocks, are presented in this paper. The FRCM composite was comprised of polyparaphenylene benzobisoxazole (PBO) fibers and polymer-modified cement-based mortar. This study indicates that in PBO FRCM-concrete joints debonding mainly occurs at the matrix-fiber interface. Friction between fiber filaments and between fibers and matrix is observed after the debonding process initiates. The experimental data suggest that a width effect does not exist among the fiber bundles, and an effective bond length can be defined and is approximately 260 mm. Axial strain profiles along the bonded length are analyzed to investigate the stress-transfer mechanism at the matrix-fiber interface. (C) 2014 Elsevier Ltd. All rights reserved.
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