Interaction Diagram in Finite Element Analysis of Deflection of Pretensioned Inverted T-Beam with Web Openings Strengthened with GFRP Laminates

2009 ◽  
Author(s):  
Cheng Hock Tian ◽  
Bashar S. Mohammed ◽  
Kamal Nasharuddin Mustapha
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Element Analysis ◽  
Web Openings ◽  
Interaction Diagram ◽  
T Beam

Finite element analysis of three-point bending of a T-beam structural biaxial highly oriented polymer material

Polimery ◽  
2018 ◽  
Vol 63 (03) ◽  
pp. 219-223
Author(s):  
Ching-Long Wei ◽  
Ho Chang ◽  
Yi-Chang Lee ◽  
Rahnfong Lee ◽  
Ting-Wei Luo ◽  
...  
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Polymer Material ◽  
Oriented Polymer ◽  
Element Analysis ◽  
Three Point Bending ◽  
T Beam

scholarly journals ANALYTICAL STUDY ON INFLUENCE OF MULTIPLE WEB OPENINGS ON RC FOOTING BEAMS USING NONLINEAR FINITE ELEMENT ANALYSIS

2013 ◽  
Vol 19 (41) ◽  
pp. 141-146
Author(s):  
Takuya KINOSHITA ◽  
Naohiro NAKAMURA ◽  
Hiroto TAKATSU ◽  
Naoki ASOU ◽  
Atsunari HANAI ◽  
...  
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Analytical Study ◽  
Nonlinear Finite Element Analysis ◽  
Nonlinear Finite Element ◽  
Element Analysis ◽  
Web Openings

Immediate Deflection of Pretensioned Inverted T-Beam with Circular Web Openings Strengthened with GFRP Using Response Surface Methodology

2013 ◽  
Vol 594-595 ◽  
pp. 516-520 ◽  
Author(s):  
Bashar S. Mohammed ◽  
Hock Tian Cheng
Keyword(s):  
Finite Element ◽  
Carrying Capacity ◽  
Three Dimensional ◽  
Beam Model ◽  
Load Carrying Capacity ◽  
Element Analysis ◽  
Web Openings ◽  
Web Opening ◽  
Load Carrying ◽  
T Beam

The urgent need for a web opening in the pretensioned inverted T-beams after the construction for essential services causes local cracking around the opening which leads to decrease in stiffness and load carrying capacity. Therefore, strengthening the vicinity of the opening is essential to restore the loss in load carrying capacity of the beam using GFRP. To study the deflection of pretentioned inverted T-beam with web opening, three-dimensional finite element beam models are developed before and after GFRP strengthening using the finite element analysis (FEA). Modeling methodology and nonlinear analysis approach in ANSYS are presented. The results obtained from the FEA beam model are compared with the test data in terms of load-deflection curve. It has been concluded that FEA models are good representations for GFRP strengthened beams with web openings in terms of the number of elements, structural details, and, especially, reasonably accurate results in general.

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