Rocznik Ochrona Środowiska 2025, vol. 27, pp. 82-95


Asif Iqbal. A. Momin1, Rajesab B. Khadiranaikar2, Abdullah Naser M. Asiri3, Tinku Biswas4, Md Anzar Rabbani5, Aijaz Ahmad Zende1 This email address is being protected from spambots. You need JavaScript enabled to view it., Vedprakash Maralapalle6, Saiful Islam3

1. BLDEA's Vachana Pitamaha Dr. P.G Halakatti College of Engineering and Technology, India
2. SECAB Institute of Engineering and Technology, India
3. College of Engineering, King Khalid University, Saudi Arabia
4. Central Quality Assurance, DLF Ltd., India
5. Ganga Institute of Technology and Management, India
6. Amity School of Engineering and Technology, Amity University Maharashtra, India
This email address is being protected from spambots. You need JavaScript enabled to view it.
https://doi.org/10.54740/ros.2025.008

This study focuses on the energy dissipation characteristics of High-Performance Concrete (HPC) under uniaxial repeated compressive loading for three different grades. The objective is to analyze the energy dissipation capacity of HPC by examining the stress-strain hysteresis during repeated loading. The dimensionless energy dissipation ratio, Rn, quantifies the energy dissipated per loading-unloading cycle, depicting the proportion of dissipated energy relative to the total stored strain energy in each cycle. The present work includes the relationship between Rn and the normalized envelope strain at the peak of each cycle, as well as the normalized plastic strain at unloading. The results highlight the behavior of the Rn ratio. The findings indicate that all three grades of HPC investigated exhibit similar energy dissipation patterns. The plotted data reveal a bilinear behavior, characterized by an initial high rate of increase in Rn followed by a relatively slower rate of increase. Additionally, simple empirical relationships based on the observed data are also proposed. The results of this study can aid in determining elastic limits and damage indicators for HPC under repeated loading, enabling engineers to predict material behavior and optimize the design and maintenance of HPC structures in seismic and cyclic loading conditions. The results can be used for designing HPC structures capable of withstanding seismic and repeated loading conditions, enhancing their resilience and safety.

 

energy dissipation, ductility, strain envelop, inelastic deformation, toughness

 

AMA Style
Momin A, Khadiranaikar R, Asiri A, Biswas T, Rabbani M, Zende A, Maralapalle V, Islam S. Energy Dissipation in High-Performance Concrete under Repeated Compressive Loading. Rocznik Ochrona Środowiska. 2025; 27. https://doi.org/10.54740/ros.2025.008

ACM Style
Momin, A., Khadiranaikar, R., Asiri, A., Biswas, T., Rabbani, M., Zende, A., Maralapalle, V., Islam, S. 2025. Energy Dissipation in High-Performance Concrete under Repeated Compressive Loading. Rocznik Ochrona Środowiska. 27. DOI:https://doi.org/10.54740/ros.2025.008

ACS Style
Momin, A.; Khadiranaikar, R.; Asiri, A.; Biswas, T.; Rabbani, M.; Zende, A.; Maralapalle, V.; Islam, S. Energy Dissipation in High-Performance Concrete under Repeated Compressive Loading Rocznik Ochrona Środowiska 2025, 27, 82-95. https://doi.org/10.54740/ros.2025.008

APA Style
Momin, A., Khadiranaikar, R., Asiri, A., Biswas, T., Rabbani, M., Zende, A., Maralapalle, V., Islam, S. (2025). Energy Dissipation in High-Performance Concrete under Repeated Compressive Loading. Rocznik Ochrona Środowiska, 27, 82-95. https://doi.org/10.54740/ros.2025.008

ABNT Style
MOMIN, A.; KHADIRANAIKAR, R.; ASIRI, A.; BISWAS, T.; RABBANI, M.; ZENDE, A.; MARALAPALLE, V.; ISLAM, S. Energy Dissipation in High-Performance Concrete under Repeated Compressive Loading. Rocznik Ochrona Środowiska, v. 27, p. 82-95, 2025. https://doi.org/10.54740/ros.2025.008

Chicago Style
Momin, Asif_Iqbal._A., Khadiranaikar, Rajesab_B., Asiri, Abdullah_Naser_M., Biswas, Tinku, Rabbani, Md_Anzar, Zende, Aijaz_Ahmad, Maralapalle, Vedprakash, Islam, Saiful. 2025. "Energy Dissipation in High-Performance Concrete under Repeated Compressive Loading". Rocznik Ochrona Środowiska 27, 82-95. https://doi.org/10.54740/ros.2025.008

Harvard Style
Momin, A., Khadiranaikar, R., Asiri, A., Biswas, T., Rabbani, M., Zende, A., Maralapalle, V., Islam, S. (2025) "Energy Dissipation in High-Performance Concrete under Repeated Compressive Loading", Rocznik Ochrona Środowiska, 27, pp. 82-95. doi:https://doi.org/10.54740/ros.2025.008

IEEE Style
A. Momin, R. Khadiranaikar, A. Asiri, T. Biswas, M. Rabbani, A. Zende, V. Maralapalle, S. Islam, "Energy Dissipation in High-Performance Concrete under Repeated Compressive Loading", RoczOchrSrod, vol 27, pp. 82-95. https://doi.org/10.54740/ros.2025.008