Research on Deforming Law of Beam Structure

Feng Xu

doi:10.4028/www.scientific.net/AMM.101-102.1114

Paper Titles

Research on Mechanical Properties and Simulation of Straw-Biodegradable Tableware
p.1096

Research on Accuracy of Abrasive Belt Grinding
p.1101

Stability Analysis of Hydraulic Support in Large Inclined and High Mining Height Coalface
p.1105

Condition Identification of Bolted Joints Based on Wavelet Analysis
p.1109

Research on Deforming Law of Beam Structure
p.1114

Influence on Coupling Vibration of Rotor System with Grouped Blades due to Mistuned Lacing Wire
p.1119

Meshless Method for a Kind of Three-Dimensional Hyperbolic Equation
p.1126

The Meshless Method for Numerical Solution of Modified Equal Width Wave (MEW) Equation
p.1130

Application of Digital Speckle Correction Method to Inverted Camber Detection of Prestressed Foundation Beam
p.1134

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 101-102Research on Deforming Law of Beam Structure

Research on Deforming Law of Beam Structure

Abstract:

The equations of damage evolution of cross-section and the deflection deformation of concrete beam were established. Through the plain concrete beam bending test, the formula for calculating the deflection was verified. It is proved that the formula established in this paper is more accurate than the equation that doesn’t consider the damage effect. The concrete beam was modelled and analyzed by means of finite element analysis software, and comparison was carried out between the numerical simulation result and the experimental data. On the basis, new methods and ideas about concrete-damage were proposed.

You might also be interested in these eBooks

Advances in Engineering Design and Optimization II

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 101-102)

Pages:

1114-1118

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.101-102.1114

Citation:

Cite this paper

Online since:

September 2011

Authors:

Feng Xu

Keywords:

Bend, Damage Evolution, Deflection, Finite Element Analysis (FEA)

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] B. Jin, et al: World Earthquake Engineering, Vol. 25 (2009) No. 2, pp.68-71 (In Chinese).

Google Scholar

[2] Z.G. Guo, et al: Journal of Nanjing University of Technology (Natural Science Edition), Vol. 31 (2009) No. 1, pp.49-54 (In Chinese).

Google Scholar

[3] R.H. Wang, et al: Earthquake Resistant Engineering and Retrofitting, Vol. 30 (2008) No. 4, pp.24-28 (In Chinese).

Google Scholar

[4] W.Z. Cai: Architecture Technology, Vol. 40 (2009) No. 6, pp.531-534 (In Chinese).

Google Scholar

[5] F. Xu, J.D. Pang: Highway Engineering, Vol. 32 (2007) No. 4, p.107～109 (In Chinese).

Google Scholar

[6] Inspection and Quarantine, Standards of test method on mechanical properties of ordinary concrete (GB/T 50081－2002). (China Building Industry Press, China 2002).

Google Scholar

[7] Chinese National Standards-Design of Concrete Structures (GB 50010－2002)(China Building Industry Press, China 2002).

Google Scholar

[8] National Institute of Building Construction Committee: Selected Studies of Reinforced Concrete Structures: Study Group on Mechanical Properties-several basic mechanics of concrete targets (China Building Industry Press, China 1977).

Google Scholar

[9] H.W. Liu: Mechanics of Materials (Version 4) (Higher Education Press, China, 2005).

Google Scholar