A Computationally Time-Efficient Method for Implementing Pressure Load to FE Models with Lagrangian Elements

A computationally time-efficient method is introduced to implement pressure load to a Finite element model. Hexahedron elements of the Lagrangian family with Gauss–Lobatto nodes and integration quadrature are utilized, where the integration points follow the same sequence as the nodes. This method calculates the equivalent nodal force due to pressure load using a single Hadamard multiplication. The arithmetic operations of this method are determined, which affirms its computational efficiency. Finally, the method is tested with finite element implementation and observed to increase the runtime ratio compared to the conventional method by over 20 times. This method can benefit the implementation of finite element models in fields where computational time is crucial, such as real-time and cyber–physical testbed implementation.

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Publication Details

Journal
Eng—Advances in Engineering
Published
2024-09-22
DOI
https://doi.org/10.3390/eng5030124
Primary Topic
Dynamics and Control of Mechanical Systems
Type
article
Field-Weighted Citation Impact
0.00

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article

A Computationally Time-Efficient Method for Implementing Pressure Load to FE Models with Lagrangian Elements

Arsalan Majlesi, Arturo Montoya, Adnan Shahriar
Eng—Advances in Engineering
Dynamics and Control of Mechanical Systems
article

A Computationally Time-Efficient Method for Implementing Pressure Load to FE Models with Lagrangian Elements

Arsalan Majlesi, Arturo Montoya, Adnan Shahriar
article en

Abstract

A computationally time-efficient method is introduced to implement pressure load to a Finite element model. Hexahedron elements of the Lagrangian family with Gauss–Lobatto nodes and integration quadrature are utilized, where the integration points follow the same sequence as the nodes. This method calculates the equivalent nodal force due to pressure load using a single Hadamard multiplication. The arithmetic operations of this method are determined, which affirms its computational efficiency. Finally, the method is tested with finite element implementation and observed to increase the runtime ratio compared to the conventional method by over 20 times. This method can benefit the implementation of finite element models in fields where computational time is crucial, such as real-time and cyber–physical testbed implementation.

Eng—Advances in EngineeringVol. 5(3)
The University of Texas at San Antonio (US)
National Aeronautics and Space Administration, Nuclear Safety and Security Commission
Openalex Percentile: Top 82%
Dynamics and Control of Mechanical Systems
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