EXPERIMENTS ON SHEAR BEHAVIOR OF PRESTRESSED CONCRETE BEAMS:ANGLES OF PRESTRESSING TENDONS(&theta; GROUP)

Wang Guolin; Meng Shaoping; Huang Shiping; Yuan Qin

doi:10.13204/j.gyjz200912003

Volume 39 Issue 12

Dec. 2014

Turn off MathJax

Article Contents

Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(12): 10-13

Wang Guolin, Meng Shaoping, Huang Shiping, Yuan Qin. EXPERIMENTS ON SHEAR BEHAVIOR OF PRESTRESSED CONCRETE BEAMS:ANGLES OF PRESTRESSING TENDONS(θ GROUP)[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(12): 10-13. doi: 10.13204/j.gyjz200912003

Citation:

Wang Guolin, Meng Shaoping, Huang Shiping, Yuan Qin. EXPERIMENTS ON SHEAR BEHAVIOR OF PRESTRESSED CONCRETE BEAMS:ANGLES OF PRESTRESSING TENDONS(θ GROUP)[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(12): 10-13. doi: 10.13204/j.gyjz200912003

Citation:

PDF( 0 KB)

EXPERIMENTS ON SHEAR BEHAVIOR OF PRESTRESSED CONCRETE BEAMS:ANGLES OF PRESTRESSING TENDONS(θ GROUP)

doi: 10.13204/j.gyjz200912003

1.
Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education,Southeast University,Nanjing 210096,China

Received Date: 2009-09-12
Publish Date: 2009-12-20

Abstract

Abstract

Three PC beams with draped tendons and one RC beam were tested and the primary variable is the angle of the tendons,.All the beams had a shear span to depth ratio,a/h_0,of 2.2.Several results were obtained: beams with both small a/h_0 and normal amount of were inclined to fail in a flexural-shear mode;the greater the ,the faster of the damage of beams.Besides,sectional design methods and modified strut-and-tie model(MSTM) were used to predict the beam shear strengths,and comparisons with test results indicate that sectional methods are not suitable for such predictions but MSTM not only gives accurate results,but also well account for the effect of the angle of the draped tendons.
- draped tendons,
- shear behavior,
- sectional design method,
- modified strut-and-tie model(MSTM)

FullText(HTML)

References(7)

References

[2] BS 81101 Structural Use of Concrete-PartⅠ:Code of Practice forDesign and Construction[S].

ACI Committee 318.Building Code Requirements for StructuralConcrete(ACI 318-08)and Commentary(318R-08)[S].

[3] MacGregror J G,Sozen M A,Siess C P.Effect of DrapedReinforcement on the Behavior of Prestressed Concrete Beams[J].Journal of the American Concrete Institute,Proceedings,1960,57(6):649-677.

[4] GB 500102002钢筋混凝土结构设计规范[S].

[5] CSA Committee A23.3.Design of Concrete Structures(CSA A23.3-04)[S].

[6] Wang Guolin and Meng Shaoping.Modified Strut-and-Tie Model forPrestressed Concrete Deep Beams[J].Engineering Structures,2008,30(12):3489-3496.

[7] 陶学康.无粘结预应力混凝土设计与施工[M].北京:地震出版社,1992.

Relative Articles

Supplements(0)

Cited By

Proportional views