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...

Full description

Bibliographic Details
Main Authors: Ahmed Gouda, Ehab El-Salakawy
Format: Article
Language:English
Published: MDPI AG 2015-10-01
Series:Fibers
Subjects:
Online Access:http://www.mdpi.com/2079-6439/3/4/411