Design of Smart Dams Using Temperature- and Pressure-Responsive Materials with Advanced Dynamic Simulations
DOI:
https://doi.org/10.31224/4130Keywords:
Smart materials, self-healing concrete, advanced composites, dynamic simulations, dam engineering, hydrostatic pressure, seismic loads, structural resilience, climate adaptation.Abstract
With advancements in technology and the emergence of smart materials, the field of structural engineering, particularly in dam design and construction, has entered a new era of innovation. This study investigates the application of smart materials, such as self-healing concrete and advanced composites, in the construction of modern dams. These materials, due to their unique properties, can respond to changes in temperature and pressure, significantly reducing internal stresses in dam structures. In this research, advanced dynamic simulations are employed to analyze the performance of these materials under various environmental conditions, including extreme temperature fluctuations, hydrostatic pressure, and dynamic loads such as earthquakes.
The results of the simulations demonstrate that incorporating smart materials into dams can effectively reduce cracking and structural damage, thereby enhancing the lifespan of the structures. Furthermore, these materials enable a substantial reduction in maintenance and repair costs over time. The numerical and dynamic models presented in this study also indicate that smart materials can optimally distribute stresses in critical areas, preventing potential dam failures.
In addition to providing an innovative approach to designing dams resilient to climatic changes and dynamic forces, this research contributes to the improvement of safety and sustainability in water infrastructure. The findings represent a significant milestone in dam engineering, offering effective solutions to address the challenges faced by critical structures in variable environmental conditions.
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Copyright (c) 2024 Vahid Hatami Dezdarani, Mohammad Hossein Pour Mohammadi
This work is licensed under a Creative Commons Attribution 4.0 International License.