Experimental investigation and finite element analysis of flexural behavior of insulated concrete sandwich panels with FRP plate shear connectors

2015 ◽  
Vol 98 ◽  
pp. 95-108 ◽  
Author(s):  
An Chen ◽  
Thomas G. Norris ◽  
Paul M. Hopkins ◽  
Mostafa Yossef
Keyword(s):  
Finite Element Analysis ◽  
Experimental Investigation ◽  
Finite Element ◽  
Sandwich Panels ◽  
Flexural Behavior ◽  
Element Analysis ◽  
Shear Connectors

Analysis on Flexural Bearing Capacity and Ductility of NHC Pile

2013 ◽  
Vol 427-429 ◽  
pp. 94-98
Author(s):  
Tie Cheng Wang ◽  
Wei Kai Wang ◽  
Hai Long Zhao
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Bearing Capacity ◽  
Flexural Behavior ◽  
Element Analysis ◽  
Displacement Ductility ◽  
Flexural Bearing Capacity ◽  
Ductility Ratio

The flexural behavior of non-holomorphic circular pile and cylindrical pile is respectively evaluated based on the results of finite element analysis with ABAQUS. It is presented that the ultimate bearing capacities of non-holomorphic circular pile and cylindrical pile have little difference. The displacement ductility ratio of non-holomorphic circular pile lies between 3.38 and 3.64, indicating that the NHC pile has better ductility.

Nonlinear Finite Element Analysis for the Flexural Behavior of Concrete Beams Reinforced with CFRP-PCPs Composite Rebars

2013 ◽  
Vol 368-370 ◽  
pp. 953-956
Author(s):  
Jiong Feng Liang ◽  
Ze Ping Yang ◽  
Ping Hua Yi ◽  
Zhi Ming Qiu
Keyword(s):  
Finite Element Analysis ◽  
Finite Element ◽  
Concrete Beams ◽  
Nonlinear Finite Element Analysis ◽  
Nonlinear Finite Element ◽  
Flexural Behavior ◽  
Analytic Model ◽  
Structural Form ◽  
Element Analysis ◽  
Steel Rebar

The nonlinear finite element analysis for the flexural behavior of the concrete beams reinforced with CFRP-PCPs Composite Rebars,which was a new structural form, has been studied in ANSYS. The effects of material nonlinearities of concrete £¬steel rebar £¬CFRP rebar were considered in the analytic model. Load-displacement curves were received through calculation in this paper. Compared the present result with the experimental results has proved that the model provided is correct and convenient for the analysis of the beams.

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