Computational Seismic Fracture Analysis of Tidal Barrage Structures

Kernekoncepter

Fracture behavior in concrete tidal barrages under seismic conditions is analyzed using enhanced plasticity damage mechanics and Lagrangian-Eulerian multiphase interaction.

Resumé

The study focuses on the response of concrete tidal barrages to strong ground motion, emphasizing fracture behavior and fluid-structure interaction. An enhanced plasticity damage model is proposed, validated against benchmark simulations on the Koyna dam. The study highlights the importance of non-linear material fracture processes and the need for realistic simulation methods. Concrete structures' sensitivity to seismic forces and environmental impact are discussed, with a focus on mega-engineered hydraulic structures like dams and barrages. The research aims to address safety concerns and improve understanding of fracture propagation in concrete structures under dynamic loading.

Statistik

Collapse post excessive deformation leads to severe environmental impact.
Results captured are up to 94% accurate.
Global grid to length ratio of 4.2 used for finite element simulation.
Elastic modulus of concrete taken as 27,838 MPa.
Mass density of water considered as 1000 kg/m3.

Citater

"Mega-engineered hydraulic structures are critically sensitive to strong ground motions."
"Concrete spillways designed for static earthquake excitation face challenges in dynamic phases."
"Non-linear material fracture processes are significant for concrete dams and spillways."

Vigtigste indsigter udtrukket fra

Computational Seismic Fracture Synthesis of Tidal Barrage using Enhanced Isotropic Plasticity Damage Mechanics and Coupled Lagrangian-Eulerian Multiphase Interaction

by Sayan Chowdh... kl. arxiv.org 03-19-2024

https://arxiv.org/pdf/2403.10905.pdf

Dybere Forespørgsler

How can the findings from this study be applied to improve the design and construction of tidal barrages

The findings from this study can be applied to improve the design and construction of tidal barrages in several ways:

Enhanced Material Behavior: The proposed enhanced isotropic plasticity damage model provides a more realistic representation of concrete behavior under dynamic loading conditions. By incorporating fracture energy losses into the material model, designers can better predict and account for potential failure modes in tidal barrage structures.

Improved Structural Analysis: The computational seismic fracture synthesis approach used in this study allows for a detailed analysis of how tidal barrages respond to strong ground motion. Designers can use this information to optimize structural elements, reinforcement strategies, and overall layout to enhance resilience against seismic events.

Fluid-Structure Interaction: The coupled Lagrangian-Eulerian multiphase interaction model offers insights into how the reservoir dynamics impact the structural integrity of tidal barrages during seismic events. This understanding can lead to improvements in spillway design, water flow management, and overall system performance.

Mesh Sensitivity Analysis: The mesh sensitivity analysis conducted in the study highlights the importance of selecting appropriate grid sizes for accurate simulations. Designers can use these insights to refine their finite element models and ensure reliable predictions during the design phase.

By applying these findings, engineers and developers can enhance the safety, durability, and efficiency of tidal barrage projects while minimizing risks associated with seismic activities.

What potential limitations or drawbacks might arise from implementing the proposed enhanced plasticity damage model

While implementing the proposed enhanced plasticity damage model offers significant benefits for improving structural analysis and design processes, there are potential limitations and drawbacks that should be considered:

Complexity: The enhanced isotropic plasticity damage model introduces additional parameters related to fracture energy losses and tensile damage subroutines. Implementing these complexities may require specialized expertise or advanced software tools for accurate modeling.

Computational Resources: The computational requirements for running simulations based on an enhanced material model could be higher compared to traditional approaches. This may result in longer processing times or necessitate access to high-performance computing resources.

Validation Challenges: Validating the accuracy and reliability of results obtained from using an advanced material model like EIPDM may pose challenges due to limited experimental data or benchmark studies available for comparison.

4Calibration Needs: Proper calibration is essential when implementing new material models like EIPDM as inaccurate parameter values could lead to unreliable simulation outcomes.

How does the seismic vulnerability of coastal regions impact infrastructure development decisions globally

The seismic vulnerability of coastal regions has a significant impact on infrastructure development decisions globally:
1Risk Assessment: Coastal regions prone to strong ground motions must undergo thorough risk assessments before any infrastructure development takes place.
2Engineering Considerations: Engineers designing structures such as dams or barrages near fault lines need specialized knowledge about earthquake-resistant construction techniques.
3Regulatory Compliance: Governments often enforce strict building codes in seismically active areas which influence where infrastructure projects are approved.
4Economic Implications: Seismic vulnerability affects insurance costs, property values & investment decisions which shape long-term development plans
5Environmental Concerns: Seismic events have environmental consequences that must be factored into decision-making processes regarding coastal developments