Fiber-based damage analysis of reinforced concrete bridge piers

• Published in: Soil dynamics and earthquake engineering (1984) Vol. 96; pp. 13 - 34
• Main Authors: Su, Junsheng, Dhakal, Rajesh Prasad, Junjie Wang
• Format: Journal Article
• Language: English
• Published: Barking Elsevier Ltd 01.05.2017; Elsevier BV
• Subjects: Bar buckling; Bars; Beam-columns; Bridge piers; Columns (structural); Compression; Computer simulation; Concrete bridges; Crack propagation; Damage accumulation; Damage analysis; Damage assessment; Earthquake damage; Earthquakes; Fatigue; Fatigue failure; Fiber-based damage index; Low cycle fatigue; Performance assessment; Piers; RC bridge piers; Reinforced concrete; Seismic activity; Shake table tests; Shaking; Studies; RC bridge piers; Damage analysis; Low-cycle fatigue; Fiber-based damage index; Bar buckling
• ISSN: 0267-7261; 1879-341X
• DOI: 10.1016/j.soildyn.2017.01.029

A fiber beam-column element is adopted to simulate the damage development process of reinforced concrete (RC) bridge piers under quasi-static and earthquake loadings considering global buckling and low-cycle fatigue of longitudinal bars. The tensile strain and low-cycle fatigue are used to represent the damage to longitudinal bars while the compression strain is adopted to calculate the damage to the cover concrete. A section damage index is proposed based on the material damage definition and bridge performance assessment. A set of circular RC bridge piers tested under different uniaxial quasi-static loading regimes are adopted to verify the reliability of the fiber beam-column element and the proposed damage model. Square RC columns subjected to different uniaxial and biaxial quasi-static loadings are used to verify the applicable scope of the fiber element and the damage index in biaxial quasi-static loading. In addition, a series of shaking table model tests on square, rectangular and circular piers subjected to bilateral earthquake ground motions are simulated to further verify the versatility of this model. The results show that, the fiber beam-column element can simulate RC columns/piers with different sections and loading regimes with good accuracy. The damage index proposed in this paper is compared against experimental results and other damage indices and it is found that the proposed index can reflect the damage state at any stage and the gradual accumulation of damage in RC columns/piers more convincingly than most other indices available in literature. •Fiber-based modeling of RC bridge piers considering low-cycle fatigue and buckling.•Different quasi-static and earthquake ground motion loading modes are simulated.•A fiber-based damage index is proposed based on material damage.•Tensile strain and low-cycle fatigue are used to calculate longitudinal bars damage.•Spalling extent of cover concrete is used to represent concrete damage.