Physics-Informed Functional Link Constrained Framework with Domain Mapping for Solving Bending Analysis of an Exponentially Loaded Perforated Beam
Iswari Sahu, Ramanath Garai, S. Chakraverty

TL;DR
This paper introduces a novel physics-informed functional link framework with domain mapping for analyzing the bending behavior of perforated beams under exponential load, outperforming PINN in accuracy and efficiency.
Contribution
The work develops a new DFL-TFC method that combines domain mapping, functional expansion, and neural networks to solve complex differential equations more effectively.
Findings
DFL-TFC achieves faster convergence than PINN.
The proposed method reduces computational cost.
Results are validated against Galerkin and PINN solutions.
Abstract
This article presents a novel and comprehensive approach for analyzing bending behavior of the tapered perforated beam under an exponential load. The governing differential equation includes important factors like filling ratio (), number of rows of holes (), tapering parameters ( and ), and exponential loading parameter (), providing a realistic and flexible representation of perforated beam configuration. Main goal of this work is to see how well the Domain mapped physics-informed Functional link Theory of Functional Connection (DFL-TFC) method analyses bending response of perforated beam with square holes under exponential loading. For comparison purposes, a corresponding PINN-based formulation is developed. Outcomes clearly show that the proposed DFL-TFC framework gives better results, including faster convergence, reduced computational cost, and…
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