Crack and Deflection Research of R.C. Beams Bonded with Steel Plate under the Opposite Side Loading Condition

D.P. Jiang

doi:10.4028/www.scientific.net/AMM.368-370.1511

Paper Titles

Analysis on Creep Property and Model of Bridge Girder Concrete with Various Mix Proportions
p.1487

Active Earth Pressure on Retaining Wall due to Local Uniform Load
p.1497

Actual Effects of Local Buckling of Thin-Walled Metal Roof Decking: Control Experimental Verification Performed during Structure Realization
p.1503

Analysis of the Stability of Ancient City Wall under Different Depths of Sapping by Numerical Calculation
p.1507

Crack and Deflection Research of R.C. Beams Bonded with Steel Plate under the Opposite Side Loading Condition
p.1511

Design and Field Measurement Analysis of Steel Template in Axis Rotating Structures
p.1518

Dynamic Properties of Double-Block Ballastless Track with Unequal Sleeper Spacings
p.1526

Elastoplastic Analysis and Performance Based Design of a Super High-Rise Building
p.1530

Mechanics Analysis and Construction Measures on Tension-Chord Beam Architecture
p.1535

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 368-370Crack and Deflection Research of R.C. Beams Bonded...

Crack and Deflection Research of R.C. Beams Bonded with Steel Plate under the Opposite Side Loading Condition

Abstract:

This paper describes the test of six reinforced concrete (R.C.) beams strengthened by epoxy-bonded plate under the opposite side loading condition and the ordinary condition. The data of the developing crack, and the deflection of beams are experimentally obtained. At the same time, the maximum crack width and the deflection are calculated through theoretical analysis. It analyzes the deflection and the crack developing fact of Strengthened beam on the two different conditions and draws a conclusion that R.C. beam of opposite side loading Strengthened by Epoxy-0bonded plate condition have many advantages, such as improving the stiffness and lessoning the crack width and so on. It shows that this method can get a satisfied strengthening effect.

You might also be interested in these eBooks

Frontiers of Green Building, Materials and Civil Engineering III

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 368-370)

Pages:

1511-1517

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.368-370.1511

Citation:

Cite this paper

Online since:

August 2013

Authors:

D.P. Jiang

Keywords:

Crack, Deflection, Experiment, Opposite Side Loading, Strengthened by Epoxy-Bonded Plate

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Zuo S.M., Ji Z.C. and Zuo C.Z. (1997). Accident Analysis And Strengthening of Reinforced Concrete Structures. China Architecture & Building Press, Peking, China.

Google Scholar

[2] Jiang D.P. (2004). The Experimental Research On R.C. Flexural Members of Opposite Side Loading Strengthened by Epoxy-bonded Plate. The Dissertation of Master Degree. Department of Civil Engineering, Guilin Institute of Technology, Guilin, China.

Google Scholar