Numerical Simulation of Crack Development in Reinforced Concrete Beam with Different Shear Span Ratios

Juan Xia Zhang; Zhong Hui Chen; Xian Zhang Guo; Chun An Tang; Zheng Zhao Liang

doi:10.4028/www.scientific.net/AMM.536-537.1435

Paper Titles

Diffusion and Oxidation Wear of Superhard Cutting Tool Based on Thermodynamics Solubility
p.1417

Extraction of Gasoline Residues Using a Adsorption Tube
p.1421

Improved Efficiency in Organic Light Emitting Device Based on 4,4-bis(2,2-diphenylvinyl)-1,1-biphenyl as Hole Blocking Layer
p.1426

Molecular Dynamics Study on the Impact of the Cutting Depth to the Titanium Nanometric Cutting
p.1431

Numerical Simulation of Crack Development in Reinforced Concrete Beam with Different Shear Span Ratios
p.1435

Optimization Design of LED Display Front Shell Injection Mold on Moldflow
p.1439

Polymerization and Characterization of N-[o-(4-phenyl-4,5-dihydro-1,3-oxazol-2-yl)phenyl] Methacrylamide
p.1443

Research on Aviation Aluminum Alloy Technology CAPP System Based on the Part Similarity
p.1447

Research on Corner Control Strategy of the WEDM
p.1452

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 536-537Numerical Simulation of Crack Development in...

Numerical Simulation of Crack Development in Reinforced Concrete Beam with Different Shear Span Ratios

Abstract:

The periodically distributed fracture spacing phenomenon exists in the failure process of the pure bending region of the reinforced concrete beam. A numerical code RFPA3D (3D Realistic Failure Process Analysis) is used to investigate the crack distribution rule of reinforced concrete beam with different shear span ratios. The displacement-controlled loading scheme was used to simulate the complete failure process of reinforced concrete beam. The numerical simulation results were agreed well with the theoretical analysis and experiment observations. The study is focused on the failure process of the reinforced concrete beam and the effects of the shear span ratio on the failure mode.

You might also be interested in these eBooks

Advances in Mechatronics, Robotics and Automation II

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 536-537)

Pages:

1435-1438

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.536-537.1435

Citation:

Cite this paper

Online since:

April 2014

Authors:

Juan Xia Zhang, Zhong Hui Chen, Xian Zhang Guo, Chun An Tang, Zheng Zhao Liang

Keywords:

Numerical Simulation, Reinforced Concrete, Shear Span Ration

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] L WANG, Z J FU. Concrete. Vol. 6. (2013), pp.110-113.

Google Scholar

[2] W Zhou. RAILWAY CONSTRUCT ION TECHNOLOGY, Vol. 3. (2007), p.79.

Google Scholar

[3] D.H. Lim a, B.H. Oh b. Engineering Structures. Vol. 21. (1999), p.937–944.

Google Scholar

[4] Sinan Altin, Özgür Anil, M. Emin Kara. Engineering Structures Vol. 27. (2005), p.781–791.

Google Scholar

[5] M.S. Mohamed Ali, Deric J. Oehlers, Sung-Moo park. Composites : Part A. Vol 32(2001), pp.1319-1328.

Google Scholar

[6] WC ZHU, C A TANG, T H YANG, et al. Chinese Journal of Rock Mechanics and Engineering, Vol. 22(2003), p.24–29. (In Chinese).

Google Scholar

[7] Z Z Liang, L C LI, S B Tang and Y B Zhang. Chinese Journal of Geotechnical Engineering. Vol. 33. (2011), pp.1615-1622.

Google Scholar

[8] F. Taheri, K. Shahin, I. Widiarsa. Composite Structures . Vol. 58. (2002), p.217–226.

Google Scholar

[9] H Feng, Study of effect of longitudinal reinforcement ratio on shear behavior of restrained beams without web reinforcement when shear-span ratio is 1. 5[D]. Chongqing University. 2004. 5.

DOI: 10.14359/19728

Google Scholar

[10] H X Li, Chinese Master's theses full-text database, Guizhou university, 2009. 6.

Google Scholar