New Simulation Method of Reinforcement Simulation in FEA

Wen Xiong Huang; Li Ying Tan

doi:10.4028/www.scientific.net/AMM.405-408.972

Paper Titles

Experimental Study of Short Column with Welded H-Sharped Steel Reinforced Concrete under Axial Compresion
p.952

Research on Bearing Capacity of Axiallycompressed Short Columns
p.958

The Analysis of Bending Performance on the Nodes of Concrete Filled Steel Tubular Column and Girderless Floor under Horizontal Load
p.964

Mechanical Study on Short Timber Columns Reinforced by Different Methods of FRP under Axial Compression
p.968

New Simulation Method of Reinforcement Simulation in FEA
p.972

Research on Initial Stiffness of Top-and-Seat Angle Connections in Semi-Rigid Steel Frames
p.976

Strength, Stiffness and Energy Dissipated Characteristics of Reinforced Concrete Coupling Beams with Diagonal Headed-Bars
p.981

Research on Longitudinal Reinforcement Ratio of Reinforced Concrete Rectangular Section Single-Reinforced Beam
p.985

Tensioned Membrane Structures in the Form of Egg Shape
p.989

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 405-408New Simulation Method of Reinforcement Simulation...

New Simulation Method of Reinforcement Simulation in FEA

Abstract:

During the research of local stress distribution of polyline pretensioned beams by 3-D nonlinear finite element method, a problem of curve prestressed reinforcement simulation is discovered. If the line of prestressed reinforcement is curve, the calculated result of local stress distribution is greatly affected by element size, because of the tectonic stress concentration by the coupling between the linear element and body element. Then, the validity and applicability of the model couldn't be judged. To eliminate the harmful effect, the curve prestressed reinforcement is determined to simulate by body element. The result shows that it will solve the problem thoroughly, and the calculated result is truthful and reliable. This research presents a new thought and method about the local stress analysis of the prestressed concrete structure.

You might also be interested in these eBooks

Progress in Industrial and Civil Engineering II

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 405-408)

Pages:

972-975

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.405-408.972

Citation:

Cite this paper

Online since:

September 2013

Authors:

Wen Xiong Huang, Li Ying Tan

Keywords:

Finite Element Method (FEM), Polyline Pretensioned Beams (PPSCB), Prestressed Concrete, Simulation of Prestressed Reinforcement, Stress Concentration

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] W. X. Huang, Research on the mechanical properties of polyline pretensioned beams with new bend component, Ph.D. Dissertation, Huazhong University of Science & Technology, Wuhan, China(2012). In Chinese.

Google Scholar

[2] W. X. Huang and L. L. Tan, Simulation of Improper Construction Procedure and Crack Analysis. Applied Mechanics and Materials, vol. 204-208(2012), pp.3236-3239.

DOI: 10.4028/www.scientific.net/amm.204-208.3236

Google Scholar

[3] W. X. Huang and L. L. Tan, Analysis of Crack Reason on Block No. 0 of Continuous Rigid-Frame Bridge. Applied Mechanics and Materials, vol. 77-78(2011), pp.1392-1397.

DOI: 10.4028/www.scientific.net/amm.71-78.1392

Google Scholar

[4] W. X. Huang and L. L. Tan, The impact analysis on the local stress distribution of structural parameters and material parameters in the polyline pretensioned beams, Journal of Highway and Transportation Research and Development, vol. 29(2012).

Google Scholar

[5] W. X. Huang and L. L. Tan, Study on the bend component simulation method and its effects on the local stress distribution in the polyline pretensioned beams, Journal of China & Foreign Highway, vol. 32(2012), pp.132-135. In Chinese.

Google Scholar