Results 41 to 50 of about 2,956 (116)

Test and prediction of shear strength for the steel fiber–reinforced concrete beams

open access: yesAdvances in Mechanical Engineering, 2019
The ultimate load capacities of steel fiber–reinforced concrete beams were determined by experiments conducted on steel fiber–reinforced concrete beams under the action of a two-point symmetrical concentrated load.
Xingwei Xue, Xudong Hua, Junlong Zhou
doaj   +1 more source

Behavior of reinforced concrete beams reinforced with GFRP bars

open access: yesRevista IBRACON de Estruturas e Materiais
The use of fiber reinforced polymer (FRP) bars is one of the alternatives presented in recent studies to prevent the drawbacks related to the steel reinforcement in specific reinforced concrete members.
D. H. Tavares, J. S. Giongo, P. Paultre
doaj   +1 more source

Study on Seismic Performance of Recycled Steel Fibers Locally Reinforced Cruciform Concrete Frame Beam-Column Joint

open access: yesAdvances in Civil Engineering, 2022
At present, concrete frame structures are widely used, and the frame beam-column joints are the key parts of the whole frame in seismic resistance.
Yan Li   +3 more
doaj   +1 more source

Cracking behaviour and its effect on the deflection of patched-reinforced concrete beam under flexural loading

open access: yesMATEC Web of Conferences, 2017
Under the influence of aggressive environment, structural concrete could exhibit degradation in various forms. One of the symptoms of the degradation could be shown in the form of local delamination of concrete cover.
Kristiawan Stefanus   +3 more
doaj   +1 more source

Flexural capacity of concrete beams reinforced with steel and fibre‐reinforced polymer (FRP) bars

open access: yesJournal of Civil Engineering and Management, 2004
Although much research on concrete beams reinforced with fibre‐reinforced polymer (FRP) rods has been conducted in recent years, their use still does not receive the attention it deserves from practicising engineers. This is attributed to the fact that
Hau Yan Leung
doaj   +1 more source

Perilaku Geser pada Keadaan Layan dan Batas Balok Beton Bertulang Berlubang Memanjang

open access: yesSemesta Teknika, 2016
I cross-section of reinforced concrete reduces weight and concrete needs, but the reduction in strength is not considerably large. In addition, I section reinforced concrete beam is relatively complicated and takes much longer time for manufacturing ...
Wiku A Krasna   +2 more
doaj  

Behavior of concrete beams reinforced with hybrid steel and FRP composites

open access: yesHBRC Journal, 2018
This paper presents a nonlinear finite element model to investigate the behavior of hybrid Fiber Reinforced Polymers and steel reinforcement. Different types of Fiber Reinforced Polymers; CFRP and GFRP; were used along with steel rebars in the studied ...
Suzan A.A. Mustafa, Hilal A. Hassan
doaj   +1 more source

Flexural Capacity of the Normal Sections of Concrete Beams Strengthened with Corrugated Steel Plates

open access: yesBuildings
To explore the law of load-carrying performance enhancement of concrete beams reinforced with corrugated steel plates (CSPs), three groups of controlled bending tests were conducted on five beam specimens.
Xianda Feng   +6 more
doaj   +1 more source

Selection and Analysis of Beam Column Joints of Multilayer Reinforced Concrete Frame Based on Finite Element

open access: yesChemical Engineering Transactions, 2018
At present, there are many tests on the joints of reinforced concrete frame beams and columns, and the corresponding measures have been taken to ensure the strength and ductility of the joints.
Songan Liu, Yafei Liu
doaj   +1 more source

A Model for Shear Strength of FRP Bar Reinforced Concrete Beams without Stirrups

open access: yesAdvances in Civil Engineering, 2020
The shear failure of a reinforced concrete beam generally occurs when the principal tensile stress near the neutral axis is equal to or greater than the tension strength of concrete.
Danying Gao, Changhui Zhang
doaj   +1 more source

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