Results 11 to 20 of about 15,215 (263)

Flexural Behavior of UHPC Beams Prestressed with External CFRP Tendons

open access: yesApplied Sciences, 2021
This paper presents an experimental investigation on the flexural behavior of ultra-high-performance concrete (UHPC) beams prestressed with external carbon fiber-reinforced polymer (CFRP) tendons.
Li Jia   +5 more
doaj   +1 more source

Flexural Capacity of Rattan Cane Reinforced Concrete Beams [PDF]

open access: yesE3S Web of Conferences, 2021
To overcome the dependence on the use of reinforcing steel in concrete, alternative materials are used as reinforcement that is easy and cheap to obtain the resistant of corrosion namely rattan rods. With this material the natural resources can be utilized optimally. This research uses rattan as reinforcement for concrete beams. The test is carried out
Kaaba Sjamsuddin   +2 more
openaire   +2 more sources

Orthogonal Analysis of Flexural Capacity of Beams Reinforced by High-strength Bar and Ultra High Performance Concrete with Coarse Aggregate

open access: yesRenmin Zhujiang, 2021
In order to study the influencing factors of the flexural capacity of beams reinforced by high-strength bar and ultra high performance concrete with coarse aggregate (UHPC-CA),this paper analyzes the influence of bar grade,bar diameter,effective section ...
TANG Jiajun   +4 more
doaj  

Calculation Model and Numerical Validation of Horizontal Capacity of Micropiles with Different Section Forms

open access: yesAdvances in Civil Engineering, 2022
With the popularized application of micropile for slope reinforcement, there are many kinds of pile section form, such as single steel bar, multisteel bar, and tube.
Wan-li Chao   +6 more
doaj   +1 more source

Experimental Investigation on the Bending Behaviour of Textile Reinforced Concrete (TRC)

open access: yesTikrit Journal of Engineering Sciences, 2021
Textile-Reinforced Cement (TRC) was used in structural retrofitting and strengthening existing structures. While at present, recent studies have turned around using TRC as an independent structural element.
Hadeel Hazim Khalil, Saad M. Raoof
doaj   +1 more source

Flexural Capacity of Concrete Beam Reinforced with GFRP Bars

open access: yesJournal of Physics: Conference Series, 2021
Abstract This paper proposes an analytical study to predict the flexural capacity of structure elements reinforced with glass fibre reinforced polymer (GFRP) bars. A nonlinear stress-strain curve of concrete is employed to consider the contribution of concrete under compression. The analytical calculation is validated against a published
null Ridwan, Dhea Triviananda Putri
openaire   +1 more source

Study on flexural load bearing performance of small radius steel plate composite girder bridge [PDF]

open access: yesE3S Web of Conferences
The study of flexural load capacity of small radius steel plate composite girder bridges is of great academic and engineering value. This study is based on an actual engineering project and modelled by MIDAS finite element software, aiming to explore the
Yang Yang, Qiu Tijun
doaj   +1 more source

Experimental Study on the Out-of-Plane Behavior of Brick Masonry Walls Strengthened with Mortar and Wire Mesh: A Pioneer Study

open access: yesInfrastructures, 2021
In the past, fiber-reinforced polymer (FRP) composites have been extensively used to modify the structural response of masonry brick walls. The promising advantages of FRP composites are easy application, lightweight, and very high tensile strength ...
Panuwat Joyklad   +7 more
doaj   +1 more source

Mechanical properties of aramid fiber-reinforced composites and performance on repairing concrete beams damaged by corrosion [PDF]

open access: yesSongklanakarin Journal of Science and Technology (SJST), 2020
This study presents an experimental investigation of the mechanical responses of concrete members with partially aramid fiber-reinforced concrete (AFRC).
Pitcha Jongvivatsakul   +3 more
doaj   +1 more source

FLEXURAL CAPACITY AND STIFFNESS OF MONOLITHIC BIAXIAL HOLLOW SLABS

open access: yesJOURNAL OF CIVIL ENGINEERING AND MANAGEMENT, 2014
The article presents a research on flexural behaviour of hollow monolithic reinforced concrete slabs. It focuses on the results of experimental investigation into full-size hollow reinforced concrete slabs and analyses their flexural capacity and stiffness. The self-weight of the slabs directly depends on the shape and number of hollows. An increase in
Valivonis, Juozas   +4 more
openaire   +3 more sources

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