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论文类型：期刊论文

发表时间：2016-06-15

发表刊物：ENGINEERING STRUCTURES

收录刊物：SCIE、EI

卷号：117

页面范围：184-194

ISSN号：0141-0296

关键字：RC arch structures; Reinforcement corrosion; Cracking; Failure mode; Strength prediction

摘要：This paper experimentally investigates the effects of corrosion-induced cracking damage on the static behavior of corroded reinforced concrete arch ribs. Four circular reinforced concrete arches including an uncorroded arch rib and three corroded arch ribs are designed and made in laboratory conditions. The initial crack distribution and crack width are discussed by accelerated corrosion test observations. Based on a five-loading static test, the crack propagation, the load-displacement response, the ultimate load bearing capacity and the failure modes of arch ribs are also discussed. Following this, a developed calculation model considering the effect of corrosion damage is used to assess the capacity of the arch ribs. Experimental data are used to validate the proposed method and reasonable agreement is observed between theoretical predictions and experimental results. (C) 2016 Elsevier Ltd. All rights reserved.