Evaluation of the experimental curvature ductility of RC beams externally strengthened with CFRP bands

10.1016/j.istruc.2020.04.030 ◽

2020 ◽

Vol 26 ◽

pp. 1010-1020

Author(s):

Jorge L. Bazan ◽

Victor I. Fernandez-Davila

Keyword(s):

Rc Beams ◽

Curvature Ductility

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Curvature Ductility of RC Beams Under Low and High Strain Rates

ACI Structural Journal ◽

10.14359/903 ◽

1995 ◽

Vol 92 (5) ◽

Keyword(s):

High Strain ◽

Strain Rates ◽

Rc Beams ◽

High Strain Rates ◽

Curvature Ductility

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Probabilistic models for curvature ductility and moment redistribution of RC beams

Computers and Concrete ◽

10.12989/cac.2015.16.2.191 ◽

2015 ◽

Vol 16 (2) ◽

pp. 191-207

Author(s):

Hassan Baji ◽

Hamid Reza Ronagh

Keyword(s):

Probabilistic Models ◽

Rc Beams ◽

Moment Redistribution ◽

Curvature Ductility

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Behavior of RC Beams Strengthened by CFRP and Steel Rope under Frequent Impact Load

Journal of Advanced Sciences and Engineering Technologies ◽

10.32441/jaset.001.1.05 ◽

2018 ◽

Vol 1 (1) ◽

pp. 30-42

Author(s):

Muataz Ali ◽

◽

Yaseen Saleh ◽

Luna Al Hasani ◽

Ammar Khazaal ◽

...

Keyword(s):

Impact Load ◽

Rc Beams ◽

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Effects of randomness in steel mechanical properties on rotational capacity of RC beams

Materials and Structures ◽

10.1617/13591 ◽

2005 ◽

Vol 34 (236) ◽

pp. 92-99

Author(s):

M. De Stefano

Keyword(s):

Mechanical Properties ◽

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STRENGTHENING AND REHABILITATION OF RC BEAMS WITH OPENINGS USING CFRP

i-manager’s Journal on Civil Engineering ◽

10.26634/jce.8.1.14006 ◽

2018 ◽

Vol 8 (1) ◽

pp. 1

Author(s):

RIHAN MAAZE MOHAMMED ◽

SHOEB MUDASSIR ◽

◽

Keyword(s):

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The New Proposed Method to Evaluate the Shear Capacity of Tapered RC Beams without Stirrups

IABSE Symposium Report ◽

10.2749/222137816819259095 ◽

2016 ◽

Vol 106 (6) ◽

pp. 708-715

Author(s):

Chenwei HOU ◽

Takuro NAKAMURA ◽

Takayuki IWANAGA ◽

Junichiro NIWA

Keyword(s):

Shear Capacity ◽

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FLEXURAL CAPACITY FOR RC BEAMS WITH EXPOSED REINFORCEMENT

Kufa Journal of Engineering ◽

10.30572/2018/kje/090313 ◽

2018 ◽

Vol 9 (3) ◽

pp. 180-200

Author(s):

Rizgar Amin ◽

Keyword(s):

Rc Beams ◽

Flexural Capacity

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MODIFICATION OF A SHEAR STRENGTH EVALUATION METHOD OF RC BEAMS WITHOUT STIRRUPS ON MECHANICAL COUPLERS

Journal of Structural and Construction Engineering (Transactions of AIJ) ◽

10.3130/aijs.84.1345 ◽

2019 ◽

Vol 84 (764) ◽

pp. 1345-1354

Author(s):

Shunichiro MURAYAMA ◽

Tomohiro ADACHI ◽

Yasushi SANADA

Keyword(s):

Shear Strength ◽

Evaluation Method ◽

Rc Beams ◽

Strength Evaluation

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Impact Resistance of Shear-strengthened RC Beams with Sprayed GFRP

International Journal of Geomate ◽

10.21660/2011.2.1k ◽

2011 ◽

Author(s):

Sayed Mohamad Soleimaniand

Keyword(s):

Impact Resistance ◽

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Experimental Response of RC Beams Strengthened in Shear by FRP Sheets

The Open Civil Engineering Journal ◽

10.2174/1874149501307010127 ◽

2013 ◽

Vol 7 (1) ◽

pp. 127-135 ◽

Author(s):

E. Grande ◽

M. Imbimbo ◽

A. Rasulo

Keyword(s):

Slenderness Ratio ◽

Shear Capacity ◽

Rc Beams ◽

Fiber Reinforced Plastic ◽

Frp Composites ◽

Reinforced Plastic ◽

Externally Bonded ◽

Experimental Response ◽

Transverse Steel ◽

Cracking Pattern

The paper discusses the results of an experimental investigation carried out on reinforced concrete (RC) beams strengthened in shear by externally bonded fiber reinforced plastic (FRP) sheets. The study is devoted to analyze the role that the transverse steel reinforcement and the beam slenderness ratio could play on the resistant mechanism of RC beams strengthened in shear by FRP composites. The results are summarized and analyzed in detail in the paper in terms of shear capacity, cracking pattern and shear resisting contribution of FRP.

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