原文传递
Development and Application of Spring Hinge Models to Simulate Reinforced Ductile Concrete Structural Components under Cyclic Loading
| 题名： | Development and Application of Spring Hinge Models to Simulate Reinforced Ductile Concrete Structural Components under Cyclic Loading |
| 正文语种： | eng |
| 作者： | Tariq, Hasan;Jampole, Ezra A.;Bandelt, Matthew J. |
| 作者单位： | Exponent Inc Bldg & Struct Practice 420 Lexington Ave Suite 1740 New York NY 10170 USA;Exponent Inc Bldg & Struct Practice 420 Lexington Ave Suite 1740 New York NY 10170 USA;New Jersey Inst Technol Dept Civil & Environm Engn Newark NJ 07102 USA |
| 关键词： | HPFRCCs;Concentrated hinge model;Nonlinear modeling parameters;Initial stiffness;Flexural strength;Rotational capacity;Cyclic degradation;Structural performance assessment;Collapse risk |
| 摘要： | Ductile concrete materials with randomly oriented fibers have been studied to improve the strength, displacement capacity, and damage tolerance of reinforced concrete structural components in seismic applications. Performance-based earthquake engineering requires numerically efficient models that are capable of estimating the hysteretic behavior, including the strength, stiffness, cyclic degradation behavior, and failure criteria. This paper discusses the development of an experimental database and its use in the calibration of a phenomenological model to simulate the nonlinear behavior of reinforced ductile concrete components under cyclic loading. The modeling parameters are calibrated to predict the initial stiffness, lateral strength, deformation capacity, and cyclic and in-cycle degradation. Backbone parameters were selected using a mechanics-based approach combined with a calibration of hysteretic parameters to match an energy-based damage index. A large-scale experimental database with a variability in material properties, geometry, testing configurations, and fiber types was used for calibration purposes. A forward stepwise regression analysis was conducted to develop an empirical equation for a stiffness reduction factor and a cyclic strength degradation parameter as functions of material behavior and geometry. The modeling strategy is validated by comparing an experimental and simulated cyclic response across a range of metrics. The spring-hinge models are then applied to evaluate the collapse risk of the archetype frame structures using ductile concrete material in the potential plastic hinge region of the beams. The collapse performance is evaluated through an incremental dynamic analysis in which the results of reinforced concrete structures with and without ductile concrete material are compared in terms of the median collapse capacity, fragility curve, mean annual frequency, and sequence of hinge formation in the collapse mechanism. The outcome of this research provides much needed insight into how ductile concrete materials can influence structural system-level seismic performance. (C) 2020 American Society of Civil Engineers. |
| 出版年： | 2021 |
| 期刊名称： | Journal of Structural Engineering |
| 卷： | 147 |
| 期： | 2 |
| 页码： | 04020322.1-04020322.20 |
相关文献
- Finite-Element Method to Predict Reinforcing Bar Buckling in RC Structures
- Simulation of Deformation Capacity in Reinforced High-Performance Fiber-Reinforced Cementitious Composite Flexural Members
- Data-Driven Approach to Predict the Plastic Hinge Length of Reinforced Concrete Columns and Its Application
- Axial Load and Cyclic Lateral Load Tests for Composite Columns with Steel Angles
- Behavior of Circular Fiber-Reinforced Polymer–Steel-Confined Concrete Columns Subjected to Reversed Cyclic Loads: Experimental Studies and Finite-Element Analysis
- Development of Hysteretic Model with Dynamic Effect and Deterioration for Seismic-Performance Analysis of Reinforced Concrete Structures
检索历史
应用推荐
