The use of horizontal and inclined bars as shear reinforcement

Shear failure in beams are caused by diagonal cracks near the support. Any form of effectively anchored reinforcement that intersects these cracks will be able to resist the shear stress to a certain extent. This project presents the results of an experimental investigation on six reinforced concret...

وصف كامل

التفاصيل البيبلوغرافية
المؤلف الرئيسي:	Abdul Hamid, Noor Azlina
التنسيق:	أطروحة
اللغة:	الإنجليزية
منشور في:	2005
الموضوعات:	TA Engineering (General). Civil engineering (General)
الوصول للمادة أونلاين:	http://eprints.utm.my/3710/1/NoorAzlinaAbdulHamidMFKA2005.pdf

مواد مشابهة

The effectiveness of welded inclined bars as shear reinforcement in rectangular beam
حسب: Gimbiya, Turu Christiana
منشور في: (2017)

Inclined link as shear reinforcement in reinforced concrete beam
حسب: Suhaimi, Aminuddin
منشور في: (2015)

Horizontal shear force for different arrangements of coupling bars in precast concrete slab with and without steel fibre
حسب: Awaludin, Safiah Zaleha
منشور في: (2018)

The influence of the anchorage of independent bent-up bar on its shear capacity
حسب: Ang, Ting Guan
منشور في: (2008)

Horizontal shear stress contour mapping of composite slab by photostress method
حسب: Ahmad, Muhammad Fiaz
منشور في: (2008)

Corrosion protection reinforcement in concrete using galvanized steel bar and blended cements
حسب: Ho, Lih Sun
منشور في: (1998)

The effects of tapered sleeve in improving the achorage bond of reinforcement bar
حسب: Pamela, Adeline Lo
منشور في: (2013)

Shear reinforcement systems in rectangular reinforced concrete beams
حسب: Ullah Khan, Saif
منشور في: (2020)

Behaviour of cold-formed composite beam with bent-up bar as shear connector encased with self-compacting concrete
حسب: Ali Salih, Musab Nimir
منشور في: (2020)

Shear behaviour of wire reinforced concrete
حسب: Ishak , Nurlaili
منشور في: (2010)

Influence of diagonal reinforcement with spiral stirrps on shear capacity of coupling beam in shear wall
حسب: Taha, Omar Abdulrazzaq
منشور في: (2013)

Behaviour of wide reinforced concrete beam in shear
حسب: Al. Dymany, Haidar R. Hashim
منشور في: (2010)

Structural behaviour of fibers as part of shear reinforcement in reinforced concrete slab
حسب: Baarimah, Abdullah Omar Obaid
منشور في: (2019)

Non-linear Meshfree formulation of anchored reinforcing bar with bond slip effect
حسب: Badli, Mohamad Iqbal
منشور في: (2013)

Shear strength of soft clay reinforced with polypropylene column
حسب: Anas Mohamad Husian, Kassim
منشور في: (2017)

Behaviour of unbonded reinforcement bar anchored in grouted spiral under increasing flexural bending
حسب: Yap, Sie Horng
منشور في: (2013)

Bond stress between steel deformed bars confined with steel fiber reinforced concrete
حسب: Zakaria, Nur Hana
منشور في: (2018)

The behaviour of sleeve connection with spiral reinforcement and additional longitudinal bar under direct tensile load
حسب: Manap, Norliana
منشور في: (2009)

Shear capacity steel fibre reinforced concrete composite slab
حسب: Che Bakar, Mohd. Basri
منشور في: (2010)

Ultimate behaviour of reinforced concrete shear walls with octagonal openings
حسب: Hatami, Somaieh
منشور في: (2015)

Seismic behaviour of reinforced concrete structure with vertical steel shear link
حسب: Hosseini, Seyed Hamed
منشور في: (2020)

Structural behaviour of kenaf fiber as part shear reinforcement in oil palm shell reinforced concrete beams
حسب: Sayed Javid, Azimi
منشور في: (2015)

Shear performance of yellow meranti solid timber beam strengthened using fibre reinforced polymer
حسب: Mokhtar, Nor Izzah
منشور في: (2020)

Laser processing of non-linear incline cutting
حسب: Hussein, Turki Diwan
منشور في: (2013)

Kelakuan sambungan sambat bersama bar pilin dan bar memanjang dalam dinding konkrit pratuang
حسب: Shaedon, Shuhaimi
منشور في: (2012)

Punching shear behaviour of steel fibre reinforced self-compacting concrete flat slabs
حسب: Zamri, Nor Fazlin
منشور في: (2021)

Shear strength of soft clay reinforced with polyethylene terephthalate (pet) column
حسب: Ng, Jun Shen
منشور في: (2024)

Frame analysis of reinforced concrete shear walls with openings
حسب: Wahid, Norlizan
منشور في: (2007)

Damage evolution in carbon fiber-reinforced polymer (CFRP) composites under shear fatigue loading
حسب: Arjmandi, Mohammadreza
منشور في: (2012)

Measurement of liquid film flow on inclined wall using photochromic dye marking method
حسب: Nurrina, Rosli
منشور في: (2011)

Undrained shear strength of soft clay reinforced with acrylonitrile butadiene styrene (ABS) column
حسب: N Thevagar, Nedunchelian
منشور في: (2024)

Performance of horizontal soil hook system in sand
حسب: Niroumand, Hamed
منشور في: (2010)

Nutrient removal from leachate using horizontal subsurface constructed wetlands
حسب: Chew, Ai Ling
منشور في: (2006)

Reinforced Concrete Box Beam Strengthened By Carbon-Fiber-Reinforced Polymer Subjected To Combined Shear And Torsion
حسب: Shengqiang, Ma
منشور في: (2017)

Horizontal collector well as alternative for conventional raw water intake
حسب: Mohd. Ali @ Kam Wong, Nurhafizah
منشور في: (2017)

Modeling of shear bond in composite slab using interface element
حسب: Toh, Yik Fung
منشور في: (2006)

Finite element modelling on shear behaviour of concrete beam reinforced with glass fiber reinforced polymer bars system / Nurul Izziyante Mat Noor
حسب: Mat Noor, Nurul Izziyante
منشور في: (2013)

Shear buckling of trapezoidal web plate
حسب: Usman, Fathoni
منشور في: (2001)

Laboratory evaluation of horizontal coefficient of consolidation, Ch of fibrous peat soil
حسب: Wong, Leong Sing
منشور في: (2005)

Constraining the far-field maximum horizontal stress in the plate tectonic area
حسب: Ali, Wahid
منشور في: (2022)