Finite Element Modeling of GFRP-Reinforced Concrete Interior Slab-Column Connections Subjected to Moment Transfer
A finite element model (FEM) was constructed using specialized three-dimensional (3D) software to investigate the punching shear behavior of interior slab-column connections subjected to a moment-to-shear ratio of 0.15 m. The FEM was then verified against the experimental results of full-scale int...
Main Authors: | , |
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Format: | Article |
Language: | English |
Published: |
MDPI AG
2015-10-01
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Series: | Fibers |
Subjects: | |
Online Access: | http://www.mdpi.com/2079-6439/3/4/411 |