Results 31 to 40 of about 1,831,060 (363)

RC beams damaged by cracking and strengthened with NSM CFRP/GFRP rods

open access: yesFracture and Structural Integrity, 2021
The near surface mounted (NSM) method of inserting fiber reinforced polymer (FRP) elements (rods or lamina) into notches has been shown to be a good way for restoring reinforced concrete (RC) elements.
R. Capozucca   +3 more
doaj   +1 more source

Shear transfer in bolted side-plated reinforced concrete beams [PDF]

open access: yes, 2013
Reinforced concrete (RC) beams strengthened with bolted steel plates on their vertical faces are known as bolted side-plated (BSP) beams. The behaviour and performance of BSP beams are controlled by the arrangement of the steel plates and the interfacial
Li, L, Lo, SH, Su, KL
core   +1 more source

SHEAR STRENGTH OF FIBRE REINFORCED POLYMERS (FRP) USED AS INTERNAL REINFORCEMENT FOR REINFORCED CONCRETE (RC) BEAMS

open access: yesFacta Universitatis. Series: Architecture and Civil Engineering, 2021
The main aim of the study was to perform selection procedure in order to find the optimal predictors for the shear strength of fibre reinforced polymers (FRP) used as internal reinforcement for reinforced concrete (RC) beams.
Miloš Milovančević
doaj   +1 more source

The influence of a polyurea coating on bent reinforced concrete beams with various reinforcement ratios [PDF]

open access: yesBulletin of the Polish Academy of Sciences: Technical Sciences, 2023
“Polyurea coatings as a possible structural reinforcement system” is a research project aimed at exploring possible applications of polyurea coatings for improving structural performance (including steel, concrete, wooden and other structures used in the
Jacek Szafran   +3 more
doaj   +1 more source

A Feasibility Study of BBP for predicting shear capacity of FRP reinforced concrete beams without stirrups. [PDF]

open access: yes, 2016
yesShear failure of concrete elements reinforced with Fiber Reinforced Polymer (FRP) bars is generally brittle, requiring accurate predictions to avoid it.
Ashour, Ashraf F., Golafshani, E.M.
core   +1 more source

Behavior of Reinforced Concrete Box Beam Strengthened with CFRP U-Wrap Strips Under Torsion [PDF]

open access: yes, 2016
The present study focuses on the torsional strengthening behavior of reinforced concrete (RC) box section beams that are widely used in bridges. Four RC box beams were fabricated, and three of them were wrapped by carbon fiber-reinforced polymer (CFRP)
Bunnori, N. Muhamad   +2 more
core   +1 more source

Structural behaviour of beam with HDPE plastic balls subjected to flexure load [PDF]

open access: yes, 2017
This paper presents the structural behavior of reinforced concrete beam embedded with high density polyethylene balls (HDPE) subjected to flexural load.
Goh, Wan Inn   +4 more
core   +2 more sources

Nonlinear dynamic behavior of simply-supported RC beams subjected to combined impact-blast loading

open access: yesEngineering structures, 2019
Despite many studies existed in the literature on the investigation of reinforced concrete (RC) structures under impact or blast loads separately, this paper numerically evaluates the nonlinear dynamic responses and failure behaviors of simply-supported ...
Chunwei Zhang   +2 more
semanticscholar   +1 more source

Innovative experimental and finite element assessments of the performance of CFRP-retrofitted RC beams under fatigue loading

open access: yesScience and Engineering of Composite Materials, 2018
Numerous experimental studies have proven the efficiency of externally bonded fiber-reinforced polymer (FRP) systems on structural concrete elements, such as reinforced concrete (RC) beams.
Hojatkashani Ata, Kabir Mohammad Zaman
doaj   +1 more source

Effect of Beam Depth on Shear Behavior of FRP RC Beams [PDF]

open access: yesJournal of Composites for Construction, 2019
The behavior of shear critical fiber-reinforced-polymer (FRP) RC elements is characterized by the development of comparatively large strains and crack widths, which can be strongly influenced by their relative geometrical size. This paper investigates experimentally the size effect on the shear behavior of FRP RC beams with and without shear ...
Cholostiakow, S.   +3 more
openaire   +2 more sources

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