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A platform for research: civil engineering, architecture and urbanism
Numerical modeling of repaired reinforced concrete bridge columns
https://orcid.org/0000-0003-1715-6282
https://orcid.org/0000-0002-1183-7397
Highlights An innovative three-phase fiber-based modeling strategy for the analysis of repaired reinforced concrete columns is developed. Four time-dependent material models are introduced that allow making through-analysis changes to fiber sections to simulate repair modifications. A versatile bar-slip model is developed to accurately capture longitudinal bar slip and strain penetration in the foundation. A mechanical bar-buckling model is developed that accounts for axial-flexural interactions and may be used to model bars of different materials. The developed modeling strategy and bar-slip and bar-buckling models are evaluated by comparing their predictions with previous test data.
Abstract Common repair methods of reinforced concrete (RC) bridge columns involve removal of damaged materials and addition of new materials and components (e.g., jacketing) to replace the removed materials and enhance the damaged region’s ductility and/or strength. Ideally, the numerical model of a repaired RC column needs to account for the initial damage of the unremoved materials and provide displacement compatibility with the newly placed material. In order to tackle such challenges, this paper proposes an innovative three-phase fiber-based finite element modeling strategy for the analysis of repaired flexure-dominant RC bridge columns. To this end, four different time-dependent material models are introduced to simulate the changes made to the original column during its repair. These models allow activation, deactivation, replacement, and modification of predefined material models at pre-specified times during an analysis consisting of pre- and post-repair loadings. Additionally, to capture the effects of bar slip (and strain penetration) and bar buckling, a versatile bar-slip model and a novel mechanical bar-buckling model are developed. The developed bar-slip and bar-buckling models are evaluated by comparing their predictions with previous test data. Furthermore, to demonstrate its effectiveness, the proposed modeling strategy is utilized to reproduce the pre- and post-repair responses of four previously-tested RC bridge column specimens with different repair designs.
Numerical modeling of repaired reinforced concrete bridge columns
https://orcid.org/0000-0003-1715-6282
https://orcid.org/0000-0002-1183-7397
Highlights An innovative three-phase fiber-based modeling strategy for the analysis of repaired reinforced concrete columns is developed. Four time-dependent material models are introduced that allow making through-analysis changes to fiber sections to simulate repair modifications. A versatile bar-slip model is developed to accurately capture longitudinal bar slip and strain penetration in the foundation. A mechanical bar-buckling model is developed that accounts for axial-flexural interactions and may be used to model bars of different materials. The developed modeling strategy and bar-slip and bar-buckling models are evaluated by comparing their predictions with previous test data.
Abstract Common repair methods of reinforced concrete (RC) bridge columns involve removal of damaged materials and addition of new materials and components (e.g., jacketing) to replace the removed materials and enhance the damaged region’s ductility and/or strength. Ideally, the numerical model of a repaired RC column needs to account for the initial damage of the unremoved materials and provide displacement compatibility with the newly placed material. In order to tackle such challenges, this paper proposes an innovative three-phase fiber-based finite element modeling strategy for the analysis of repaired flexure-dominant RC bridge columns. To this end, four different time-dependent material models are introduced to simulate the changes made to the original column during its repair. These models allow activation, deactivation, replacement, and modification of predefined material models at pre-specified times during an analysis consisting of pre- and post-repair loadings. Additionally, to capture the effects of bar slip (and strain penetration) and bar buckling, a versatile bar-slip model and a novel mechanical bar-buckling model are developed. The developed bar-slip and bar-buckling models are evaluated by comparing their predictions with previous test data. Furthermore, to demonstrate its effectiveness, the proposed modeling strategy is utilized to reproduce the pre- and post-repair responses of four previously-tested RC bridge column specimens with different repair designs.
Numerical modeling of repaired reinforced concrete bridge columns
https://orcid.org/0000-0003-1715-6282
https://orcid.org/0000-0002-1183-7397
Highlights An innovative three-phase fiber-based modeling strategy for the analysis of repaired reinforced concrete columns is developed. Four time-dependent material models are introduced that allow making through-analysis changes to fiber sections to simulate repair modifications. A versatile bar-slip model is developed to accurately capture longitudinal bar slip and strain penetration in the foundation. A mechanical bar-buckling model is developed that accounts for axial-flexural interactions and may be used to model bars of different materials. The developed modeling strategy and bar-slip and bar-buckling models are evaluated by comparing their predictions with previous test data.
Abstract Common repair methods of reinforced concrete (RC) bridge columns involve removal of damaged materials and addition of new materials and components (e.g., jacketing) to replace the removed materials and enhance the damaged region’s ductility and/or strength. Ideally, the numerical model of a repaired RC column needs to account for the initial damage of the unremoved materials and provide displacement compatibility with the newly placed material. In order to tackle such challenges, this paper proposes an innovative three-phase fiber-based finite element modeling strategy for the analysis of repaired flexure-dominant RC bridge columns. To this end, four different time-dependent material models are introduced to simulate the changes made to the original column during its repair. These models allow activation, deactivation, replacement, and modification of predefined material models at pre-specified times during an analysis consisting of pre- and post-repair loadings. Additionally, to capture the effects of bar slip (and strain penetration) and bar buckling, a versatile bar-slip model and a novel mechanical bar-buckling model are developed. The developed bar-slip and bar-buckling models are evaluated by comparing their predictions with previous test data. Furthermore, to demonstrate its effectiveness, the proposed modeling strategy is utilized to reproduce the pre- and post-repair responses of four previously-tested RC bridge column specimens with different repair designs.
Numerical modeling of repaired reinforced concrete bridge columns
Salehi, Mohammad (author) / Sideris, Petros (author) / DesRoches, Reginald (author)
Engineering Structures ; 253
2021-12-23
Article (Journal)
Electronic Resource
English
Reinforced Concrete Bridge Columns Repaired with Fiber Reinforced Polymer Jackets
| British Library Conference Proceedings | 2014
| British Library Online Contents | 2015