PSI - Issue 60

First page Table of contents Previous page 224 Next page Last page

ScienceDirect StructuralIntegrity Procedia 00 (2023) 000–000 StructuralIntegrity Procedia 00 (2023) 000–000 Available online at www.sciencedirect.com Available online at www.sciencedirect.com ScienceDirect Available online at www.sciencedirect.com ScienceDirect

www.elsevier.com/locate/procedia www.elsevier.com/locate/procedia

Procedia Structural Integrity 60 (2024) 222–232

© 2024 The Authors. Published by Elsevier B.V. This is an open access article under the CC BY-NC-ND license (https://creativecommons.org/licenses/by-nc-nd/4.0) Peer-review under responsibility of the ICONS 2023 Organizers Abstract This study focuses on the dynamical response of reinforced concrete members subjected to shock-wave loading, which can cause catastrophic damage to structures. The effects of high strain rate loading and lateral confinement on the member's behavior are considered in the analysis. The Moment-Curvature (M-ϕ) relations are assessed using stress block equilibrium at yield and ultimate state, and an analytical model is developed that integrates the high strain rate material behavior to predict the peak deflection of the structural member. The study evaluates the dynamic response of the member using a simplified model based on single degree of freedom (SDOF) idealization, and the response of the member in elastic and elastic-plastic phases is modelled using the bilinear resistance function. The governing equation of motion is explained using the Newmark-Beta algorithm, and the shock spectrum predicting the maximum deflection is developed by varying the load duration and magnitude. Additionally, a Finite Element (FE) model is developed to provide a more detailed understanding of the member's behavior under shock loading. The results obtained from the FE model are compared with the analytical deflection for extreme combinations of load duration and magnitude. The study provides valuable insights into the behavior of reinforced concrete members under extreme loads, which can help structural designers in predicting and design structures that can withstand such loading conditions. The results can also be used in the development of building codes and standards to improve the safety and resilience of structures subjected to shock-wave loading. © 2024 The Authors. Published by ELSEVIER B.V. This is an open access article under the CC BY-NC-ND license (https://creativecommons.org/licenses/by-nc-nd/4.0) Peer-review under responsibility of the ICONS 2023 Organizers Keywords: Dynamic response; FE model; High strain rate loading; Shock spectrum; Shock wave loading Abstract This study focuses on the dynamical response of reinforced concrete members subjected to shock-wave loading, which can cause catastrophic damage to structures. The effects of high strain rate loading and lateral confinement on the member's behavior are considered in the analysis. The Moment-Curvature (M-ϕ) relations are assessed using stress block equilibrium at yield and ultimate state, and an analytical model is developed that integrates the high strain rate material behavior to predict the peak deflection of the structural member. The study evaluates the dynamic response of the member using a simplified model based on single degree of freedom (SDOF) idealization, and the response of the member in elastic and elastic-plastic phases is modelled using the bilinear resistance function. The governing equation of motion is explained using the Newmark-Beta algorithm, and the shock spectrum predicting the maximum deflection is developed by varying the load duration and magnitude. Additionally, a Finite Element (FE) model is developed to provide a more detailed understanding of the member's behavior under shock loading. The results obtained from the FE model are compared with the analytical deflection for extreme combinations of load duration and magnitude. The study provides valuable insights into the behavior of reinforced concrete members under extreme loads, which can help structural designers in predicting and design structures that can withstand such loading conditions. The results can also be used in the development of building codes and standards to improve the safety and resilience of structures subjected to shock-wave loading. © 2024 The Authors. Published by ELSEVIER B.V. This is an open access article under the CC BY-NC-ND license (https://creativecommons.org/licenses/by-nc-nd/4.0) Peer-review under responsibility of the ICONS 2023 Organizers Keywords: Dynamic response; FE model; High strain rate loading; Shock spectrum; Shock wave loading Third International Conference on Structural Integrity 2023 (ICONS 2023) Dynamic Response Analysis of Reinforced Column Subjected To Shock Wave Loading Anupoju Rajeev a , Sai Sharath Parsi b , Prince Jeya Lal Lazar c * Third International Conference on Structural Integrity 2023 (ICONS 2023) Dynamic Response Analysis of Reinforced Column Subjected To Shock Wave Loading Anupoju Rajeev a , Sai Sharath Parsi b , Prince Jeya Lal Lazar c * a Department of Civil Engineering, Indian Institute of Technology Bombay, Powai, Maharashtra 400076, India b Department of Civil, Structural, and Environmental Engineering, University at Buffalo, NY 14260-4300, USA c Department of Mechanical Engineering, Rajalakshmi Institute of Technology, Chennai, Tamil Nadu 600124, India a Department of Civil Engineering, Indian Institute of Technology Bombay, Powai, Maharashtra 400076, India b Department of Civil, Structural, and Environmental Engineering, University at Buffalo, NY 14260-4300, USA c Department of Mechanical Engineering, Rajalakshmi Institute of Technology, Chennai, Tamil Nadu 600124, India

* Corresponding author. Tel.: +91-994-013-7263 E-mail address: princejeyalal@gmail.com * Corresponding author. Tel.: +91-994-013-7263 E-mail address: princejeyalal@gmail.com

2452-3216© 2024 The Authors. Published by ELSEVIER B.V. This is an open access article under the CC BY-NC-ND license (https://creativecommons.org/licenses/by-nc-nd/4.0) Peer-review under responsibility of the ICONS 2023 Organizers 2452-3216© 2024 The Authors. Published by ELSEVIER B.V. This is an open access article under the CC BY-NC-ND license (https://creativecommons.org/licenses/by-nc-nd/4.0) Peer-review under responsibility of the ICONS 2023 Organizers

Made with FlippingBook Learn more on our blog