Effect of cross-sectional area of Reinforcement on Ultimate Shear Strength of RC Deep Beams

QR Code

Effect of cross-sectional area of Reinforcement on Ultimate Shear Strength of RC Deep Beams

The behavior of RC deep beams in shear failure is different from convention beams, and consequently, the design methods and analysis of these beams are different. Strut-and-tie Model (STM) is used to model the compression flow within the concrete strut. A series of simply supported deep beam were...

Full description

Bibliographic Details
Main Author:	Farooq Mustafa, Al-Obaidi
Format:	Thesis
Language:	English
Published:	2016
Subjects:	TA Engineering (General). Civil engineering (General)
Online Access:	http://eprints.intimal.edu.my/1084/ http://eprints.intimal.edu.my/1084/1/BCEGI%2030.pdf

Similar Items

Finite section analysis of RC Beams prestressed with external tendons at ultimate limit state
by: Ng, CK, et al.
Published: (2006)

Shear strengthening of RC deep beams with large openings using carbon fiber reinforced polymers (CFRP)
by: Tong, Foo Sheng
Published: (2015)

Numerical Analysis of Deep Rc Beam With Circular Holes Thin Shear Plates
by: Ho, Hong Yeu
Published: (2021)

Finite cross section analysis for externally prestressed beams at ultimate flexure limit state
by: Lelly, Marini
Published: (2005)

Behaviour of RC deep beams with web openings at the top of shear span near support
by: Ain Nasuha, Mohd Talib
Published: (2014)

Effects of circular openings in RC deep beams at top of shear span near support
by: Mohamad Mirzan, Yusof
Published: (2014)

Experimental Study on Shear Strengthening of RC Deep Beams with Large Openings Using CFRP
by: Chin, Siew Choo, et al.
Published: (2015)

Finite element analysis of rc deep beams with openings located in the mid of shear span
by: Nur Lyana, Ameerudeen
Published: (2014)

Evaluation of Ultimate Strength of Reinforced Concrete Beams Strengthened with FRP Sheets under Torsion
by: Ma, Shengqiang, et al.
Published: (2016)

Factors affecting ultimate strength of solid and glulam timber beams
by: Abu Bakar, Suhaimi, et al.
Published: (2004)

Behaviour of Reinforced Concrete Deep Beams with Openings in the Shear Zone
by: Chin, Siew Choo, et al.
Published: (2015)

Numerical analysis on the behaviour of cfrp shear- strengthened rc deep beams with large square and circular openings
by: Shim, Chee Wei
Published: (2015)

Effect of material properties on ductility factor of singly rc beam sections
by: Siddique, Mohammad Al Amin, et al.
Published: (2006)

Effect of opening with various size and location on RC deep beam
by: Siow, Sin Yang
Published: (2015)

Finite element analysis of RC deep beams with openings strengthened by carbon fiber reinforced polymer (CFRP)
by: Seow, Chun Mun
Published: (2015)

Effects of shear reinforcement to reinforced concrete beam behaviour
by: Hadi Al-Hamed, Hashem Talal
Published: (2019)

Ultimate strength prediction of DRM timber beams by plastic approach: Experimental results and discussions
by: Saleh, Abd. Latif, et al.
Published: (2006)

Risk of shear failure in RC Beams strengthened in Flexure via external prestressing
by: Chee, K.N, et al.
Published: (2004)

Effect of reinforcement to the square hollow section on the strength of foamed concrete beam
by: Dominic, Tiong Sie Huo
Published: (2019)

Numerical study on shear strengthening of reinforced concrete (RC) deep beams with and without stirrups using near-surface mounted FRP bars
by: Shadhar, Mohanad Hatem
Published: (2020)

Shear strength of concrete beams reinforced with glass fiber reinforced polymer bars without stirrups
by: Omar Imohamed, Imohamed Ali
Published: (2018)

Shear strength of concrete beams reinforced with glass fiber reinforced polymer bars without stirrups
by: Omar Imohamed, Imohamed Ali
Published: (2018)

Computational study on shear strengthening of RC continuous beams using CFRP sheet
by: Alnatit, Nabil Mohamed Emhdab
Published: (2011)

Parametic study on ductility of RC beams strengthened with external reinforcement
by: Wong, Kien Kuok.
Published: (2002)

Effects of shear reinforcement on modolus of rupture in concrete beam
by: Saleh Al Waeel, Osamah Najib
Published: (2018)

Reinforced concrete beams at ultimate flexural limit state: comparison of BS 8110 and Eurocode 2
by: Chee, Khoon Ng, et al.
Published: (2006)

Shear strength analysis of concrete beams reinforced with GFRP bars using strut and tie model
by: Mokhtar, Norfaniza
Published: (2011)

Shear strength of partially prestressed fibre reinforced concrete beams
by: Lloyd, Natalie, et al.
Published: (2008)

Strenghtening of RC beams with bamboo fiber reinforced composite-polyester plate
by: Lee, Sin Gie
Published: (2017)

The effect of shear and bending capacities on impact behavior of RC beams
by: Wongmatar, P., et al.
Published: (2017)

Shear strengthening and shear repair of 2-span continuous RC beams with CFRP strips
by: Abdul Samad, Abdul Aziz, et al.
Published: (2017)

A modified stress model to predict the ultimate bending strength of solid timber beams using plastic approach
by: Khin, Maung Zaw, et al.
Published: (2005)

The effect of hollow section to the flexural strength of the beam
by: Muhamad Afiq , Azman
Published: (2013)

Strengthening of reinforced concrete deep beams having large square openings in shear zone with carbon fiber reinforced polymer (CFRP) wrap
by: Ng, Kin Mun
Published: (2015)

Computational study of shear strengthened of RC continuous beam using CFRP sheet with different wrapping scheme
by: Om Balkou, Mhimed Ramadan
Published: (2011)

Shear strength of fibre reinforced clay soil
by: Wong , Pei Yin
Published: (2012)

Statistical evaluation of a machine learning model as shear strength prediction on reinforced concrete beam
by: Mohammed, Mohammed Hayder Riyadh
Published: (2022)

Cross-sectional properties of complex composite beams
by: Mohd Yassin, Airil Y., et al.
Published: (2007)

Shear Strengthening of Reinforced Concrete Beams Using GFRP
by: Liew, Yu Xuan, et al.
Published: (2023)

Shear strengthening and repair of deep beams with and without web reinforcement using near-surface mounted CFRP bars
by: Raheem Hassan, Douread
Published: (2018)