Results 1 to 10 of about 19,843 (163)

Punching shear behavior of LWA bubble deck slab with different types of shear reinforcement

open access: yesJournal of King Saud University: Engineering Sciences, 2021
Punching shear is the most important problem in flat slabs, which usually requires strengthening for safety reasons. One of the most popular strengthening methods is the employment of shear reinforcement. Also, in order to reduce the self-weight of slabs,
Maha Habeeb   +2 more
doaj   +3 more sources

The influence of longitudinal reinforcement on shear capacity of reinforced concrete members without shear reinforcement

open access: yesBudownictwo i Architektura, 2014
In the paper, the influence of longitudinal reinforcement on shear capacity of reinforced concrete members without shear reinforcement is discussed. The problem is analyzed on the basis of the author’s own test results and tests results reported in the ...
Marta Słowik
doaj   +3 more sources

Punching Shear Behavior of Shear Reinforced Slab–Column Connection with Varying Flexural Reinforcement

open access: yesInternational Journal of Concrete Structures and Materials, 2019
The effects of flexural reinforcement and shear reinforcement on the punching shear strength of slab–column connections are analyzed in this study. For the study, six slab–column connection specimens were constructed with varying flexural reinforcement ...
Jae-Ick Jang, Su-Min Kang
doaj   +3 more sources

Punching shear in concrete reinforced flat slabs with steel fibers and shear reinforcement [PDF]

open access: yesRevista IBRACON de Estruturas e Materiais, 2018
Steel fibers in reinforced concrete increase the performance of slab-column connection once they increase ductility and energy absorption capacity of the concrete. The use of fibers in flat slabs may increase strength and change the mode of failure.
T. H. MUSSE   +4 more
doaj   +4 more sources

Discussion on Calculation Method of Shear Bearing Capacity of HSC Beams Without Web Reinforcement under Concentrated Loads [PDF]

open access: yesE3S Web of Conferences, 2021
In order to investigate the main influencing factors and development rules of the shear performance of high strength concrete (HSC) beams without web reinforcement under concentrated loads, analyze and compare the rationality of the China and American ...
Li Qingfu, Zhou Huade
doaj   +1 more source

A comparative study on minimum shear reinforcement provisions in codes of practice for reinforced concrete beams

open access: yesCase Studies in Construction Materials, 2021
The Australian Concrete Code (AS 3600) went through a number of significant changes to the shear provisions in the last decade through the introduction of the modified compression field theory. However, there were some discrepancies identified, specially
Thushara Jayasinghe   +2 more
doaj   +1 more source

Experimental Study on an Innovative Shear Connector in Steel-UHPC Composite Structure

open access: yesAdvances in Civil Engineering, 2021
In order to improve the stiffness and shear bearing capacity of steel-UHPC composite bridge, an innovative shear connector named arc-shaped reinforcement shear connector was proposed and compared with the stud and perforated bar steel plate shear ...
Yang Liu, Dan Zeng, Lei Cao, Naiwei Lu
doaj   +1 more source

Shear Capacity of Textile-Reinforced Concrete Slabs without Shear Reinforcement [PDF]

open access: yesApplied Sciences, 2019
A reliable and economic utilization of textile-reinforced concrete in construction requires appropriate design concepts. Unlike designs for bending, the development of models for shear is still the subject of current research. Especially for thin slabs, systematic experimental investigations are lacking.
Jan Bielak   +3 more
openaire   +3 more sources

Modified Strut and Tie Method and Truss Reinforcement for Shear Strengthening of Reinforced Concrete Deep Beams

open access: yesInternational Journal of Technology, 2021
The aim of this study was to evaluate and test the limitations of the Indian Standard code 456-2000 related to deep beams, given that the code does not have any provisions regarding the use of the strut and tie method (STM)of design.
Gangisetty Sri Harsha   +1 more
doaj   +1 more source

Influence of Shear Span-to-Effective Depth Ratio on Behavior of High-Strength Reinforced Concrete Beams

open access: yesInternational Journal of Concrete Structures and Materials, 2021
The shear span-to-effective depth ratio (a/d) is one of the factors governing the shear behavior of reinforced concrete (RC) beams, with or without shear reinforcement. In high-strength concrete (HSC), cracks may propagate between the aggregate particles
Olaniyi Arowojolu   +4 more
doaj   +1 more source

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