Residual load capacity of corroded reinforced concrete beam undergoing bond failure. (15th November 2016)

• Record Type: Journal Article
• Authors: Dong, Wei; Ye, Jiabing; Murakami, Yuki; Oshita, Hideki; Suzuki, Shuichi; Tsutsumi, Tomoaki
• Is Part Of: Engineering structures. Volume 127(2016:Nov. 15)
• Page Start: 159
• Page End: 171
• Publication Date: 2016-11-15
• Subjects: Corroded reinforced concrete beam -- Bond failure -- Residual load capacity -- Arch action; Structural engineering -- Periodicals; Structural analysis (Engineering) -- Periodicals; Construction, Technique de la -- Périodiques; Génie parasismique -- Périodiques; Pression du vent -- Périodiques; Earthquake engineering; Structural engineering; Wind-pressure; Periodicals; 624.105
• DOI: 10.1016/j.engstruct.2016.08.044
• Languages: English
• ISSNs: 0141-0296

Abstract

Highlights: Bond in the anchorage has a great effect on the corroded beam underwent bond failure. Arch action formed in the corroded beams underwent bond failure. Predicting method for the load capacity of bond failure is proposed. Abstract: 20 rebar reinforced concrete beams, including 3 non-corroded beams, 3 unbonded beams, 9 fully corroded beams and 5 partly corroded beams, are loaded under four point static bending test. As a result of the experiment, the unbonded beams suffer arch action at any load level, and the load resisting mechanism of the 13 corroded beams which undergo bond failure changes to arch action near the later loading stage. The 13 corroded beams in the experiment fails as the maximal bond stress in the anchorage region reaches its critical value which cannot keep the balance of the arch rib. The maximal bond force in the anchorage region is taken into account as a key factor in the prediction method, as it has a great effect on the residual load capacity of the corroded beam undergoing bond failure. Based on the experimental result, the maximal bond force in the anchorage region and the residual load capacity are normalized by the values of the unbonded beam, and a model is proposed to predict the residual load capacity of the corroded beam undergoing bond failure based on arch action.