Finite element analysis of interfacial stresses in steel beams strengthened with a bonded hygrothermal aged CFRP plate

2011 ◽  
Vol 21 (2) ◽  
pp. 193-207
Author(s):  
Mohammed Ameur ◽  
Tahar Hassaine Daouadji ◽  
Boussad Abbes ◽  
Abdeouahed Tounsi ◽  
Adda Bedia El Abbes
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Steel Beams ◽  
Element Analysis ◽  
Interfacial Stresses ◽  
Cfrp Plate

Finite element analysis assessing partial catenary action in steel beams

2015 ◽  
Vol 109 ◽  
pp. 1-12 ◽  
Author(s):  
Jennifer Righman McConnell ◽  
Thomas Cotter ◽  
Tiera Rollins
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Steel Beams ◽  
Element Analysis ◽  
Catenary Action

Finite-Element Analysis on Carbon Fiber Reinforced Polymer (CFRP) Plates Reinforcement for the Rigid Joints of Steel Structures

2012 ◽  
Vol 535-537 ◽  
pp. 1997-2001
Author(s):  
Hua Ma ◽  
Li Chun Zhou ◽  
Zhen Bao Li ◽  
Xue Wei Zhang ◽  
Xin Yu Sun
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Steel Structures ◽  
Fiber Reinforced Polymer ◽  
Carbon Fiber Reinforced Polymer ◽  
Element Analysis ◽  
Reinforced Polymer ◽  
Cfrp Plate ◽  
Length Width ◽  
Rigid Joints

The method of CFRP plate reinforcement for the rigid joints with complete welding was studied using finite-element analysis. Three models were adopted in analyzed software ANSYS and they are Solid45, Combin14 and Shell181, which used to simulate steel, glue and CFRP plate respectively. The results show that the ultimate bearing capacity of rigid joints improves significantly after using CFRP reinforcement for joints. And the results also show that the level of improvement is relative to the length, width and thickness of CFRP plates.

Finite Element Analysis of Stability Bearing Capacity in Moment Plane of Castellated Steel Components

2014 ◽  
Vol 1065-1069 ◽  
pp. 1191-1194
Author(s):  
Zhen Yu Liang ◽  
Lin Geng
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Bearing Capacity ◽  
Engineering Design ◽  
Economic Benefits ◽  
Steel Beams ◽  
Element Analysis ◽  
Finite Element Software ◽  
Stability Bearing Capacity ◽  
Analysis Of Stability

Recently, polygon hole castellated steel beams have been studied and applied which had better social and economic benefits. But it brings more difficulties to extend castellated steel components that less studies of castellated bending members. In this essay, ANSYS that is a kind of finite element software had been used to analyze castellated bending members, and characteristics of stability bearing capacity in moment plane of regular hexagon hole castellated steel components had been studied that can provide references to engineering design.

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