2010
DOI: 10.1016/j.engstruct.2010.04.029
|View full text |Cite
|
Sign up to set email alerts
|

Finite element modeling and analysis of a hybrid steel–PSC beam connection

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1
1

Citation Types

0
7
0

Year Published

2013
2013
2024
2024

Publication Types

Select...
9

Relationship

0
9

Authors

Journals

citations
Cited by 35 publications
(7 citation statements)
references
References 13 publications
0
7
0
Order By: Relevance
“…There are several tension stiffening models proposed by Kim and Nguyen [24], and the model based on the cubic Bezier curve is the best among them. Therefore, it was adopted in this study.…”
Section: Concretementioning
confidence: 99%
“…There are several tension stiffening models proposed by Kim and Nguyen [24], and the model based on the cubic Bezier curve is the best among them. Therefore, it was adopted in this study.…”
Section: Concretementioning
confidence: 99%
“…Other detailed information on the mesh size-sensitivity analysis of finite element modeling can be found elsewhere [10]. Because the geometry of the DWPS composite beam is quite complex, the eight-node C3D8R element was selected among the hexahedron (brick) 3D solid elements to improve the convergence of the iterative calculations and the accuracy of the nonlinear analysis [13]. It is noted that the initial stress or deformation in tendons due to prestress could not be modeled by using the wire elements in the ABAQUS platform because of the geometric characteristics of draped tendon layout and the construction sequences.…”
Section: Nonlinear Finite Element Analysismentioning
confidence: 99%
“…The analysis considered an infinitesimal element cut out of the layered plate and an infinitesimal element cut out of the upper layer (Figs. [13][14][15][16], which are obtained by two pairs of cut planes at an infinitesimal distance from each other, parallel to the xz and yz planes respectively. Presented here are the developments for the x direction; the expressions for the y direction can be obtained by replacing the index x with y and vice versa in these expressions.…”
Section: Model Of the Three-layered Plate With Elastic Interlayermentioning
confidence: 99%