Abstract

In this paper, a new perspective procedure to determine the damage-control target displacement for circular reinforced concrete (RC) bridge pier is proposed by considering the new approach of damage-control limit states (DCLS). The new approach of DCLS is explored by integrating existing damage-control concrete strain limit with recently proposed damage-control reinforcement strain limit. Modification of yield displacement and modified plastic-hinge along with new DCLS is used to estimate the damage-control target displacement for a circular RC bridge pier. Three-dimensional (3D) finite element (FE) model has been developed to validate the damage-control target displacement subject to ground motion based on a nonlinear time-history (NLTH) analysis. The 3D FE model is updated to achieve a reasonable relationship between numerical, analytical, and outcomes found in the literature. It is worth noting that the proposed procedure manages to estimate an improved damage-control target displacement for 7.0 m, 11.0 m and 13.0 m height of circular RC bridge pier. The influence of new reinforcement limit strain along with both modification of yield displacement and plastic-hinge contributes to providing better results. The result shows that new DCLS were efficient to predict damage-control target displacement, consistent with FE analysis result.

Details

Title
A new damage-control target displacement procedure for direct displacement-based design of circular reinforced concrete bridge pier
Author
Mohd Ritzman Abdul Karim; Huang, Zhaohui
Pages
249-260
Publication year
2019
Publication date
Sep 9, 2019
Publisher
W I T Press
ISSN
20419031
e-ISSN
2041904X
Source type
Scholarly Journal
Language of publication
English
ProQuest document ID
2288816155
Copyright
© 2019. Notwithstanding the ProQuest Terms and Conditions, you may use this content in accordance with the associated terms available at https://www.witpress.com/journals/sse or in accordance with the terms at https://creativecommons.org/licenses/by/4.0/ (the “License”), if applicable