Numerical parametric study on the flexural response and failure characteristics of GFRP-concrete composite beams with GFRP dowel shear connectors

Abstract This paper presents the findings of a numerical study conducted to examine the influence of different structural parameters on the response of a complete steel-free, glass fiber reinforced polymer (GFRP) dowel connector based, GFRP-concrete composite beam. The three-dimensional nonlinear an...

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Bibliographic Details
Main Authors: Ankit Singh Mehra, Shamsher Bahadur Singh
Format: Article
Language:English
Published: Springer 2025-04-01
Series:Discover Applied Sciences
Subjects:
Online Access:https://doi.org/10.1007/s42452-025-06819-3
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