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Bond Performance of Steel Bar and Fly Ash-Based Geopolymer Concrete in Beam End Tests. [PDF]

open access: yesPolymers (Basel), 2022
This paper presents a comprehensive investigation of the bond characteristics of steel bar reinforced geopolymer concrete (GPC). The ASTM A944 beam end tests were conducted on GPC beams reinforced with plain or ribbed bars.
Cui Y, Qu S, Bao J, Zhang P.
europepmc   +2 more sources

Comparative experiment of steel bar corrosion at concrete construction joints

open access: yesFrontiers in Materials, 2022
Introduction: Construction joint is common and even inevitable in most of the reinforcement concrete structures. This study was to assess the effect of construction joints on chloride-induced corrosion of reinforcing steel in concrete.Methods: Test ...
Guohua Huang   +4 more
doaj   +2 more sources

An overview of bond behavior of recycled coarse aggregate concrete with steel bar

open access: yesReviews on Advanced Materials Science, 2021
In this paper, an overview focusing on the bond behavior of recycled coarse aggregate concrete (RAC) with steel bar is carried out. The results show that the failure modes of RAC specimen were not only influenced by a single factor, it is necessary to ...
Su Tian   +6 more
doaj   +2 more sources

A Method of Steel Bar Image Segmentation Based on Multi-Attention U-Net

open access: yesIEEE Access, 2021
Due to it is difficulty to segment the steel bar image in a complex background and with external interference. In this paper, we propose a multi-attention U-Net to segment the steel bar image.
Jie Shi   +3 more
doaj   +2 more sources

Serial MTJ-Based TMR Sensors in Bridge Configuration for Detection of Fractured Steel Bar in Magnetic Flux Leakage Testing. [PDF]

open access: yesSensors (Basel), 2021
Thanks to high sensitivity, excellent scalability, and low power consumption, magnetic tunnel junction (MTJ)-based tunnel magnetoresistance (TMR) sensors have been widely implemented in various industrial fields.
Jin Z   +3 more
europepmc   +2 more sources

Effect of Replacing the Main Reinforcement by Sheet Steel Plate in Reinforced Concrete Beams

open access: yesDiyala Journal of Engineering Sciences, 2021
In recent years, new methods have developed utilizing steel plates instead of deformed steel bar reinforcement in the concrete beams. This paper presents the utilization of a new proposed approach for replacing the main flexural reinforcement concrete ...
Khalid Ibrahim   +4 more
doaj   +1 more source

Experimental Investigation of the Relationship between Surface Crack of Concrete Cover and Corrosion Degree of Steel Bar Using Fractal Theory

open access: yesFractal and Fractional, 2022
Conventionally, crack width is used to assess the corrosion level, whereas other important characteristics such as the variation in crack width at different locations on the surface are disregarded. These important characteristics of surface crack can be
Weiwen Li   +7 more
semanticscholar   +1 more source

Nonlinear numerical simulation of bond performance between recycled concrete and corroded steel bars

open access: yesNonlinear Engineering, 2023
In this article, the bond performance between recycled concrete and corroded steel bars is analyzed by the nonlinear numerical simulation. The result shows that the maximum bond strength between recycled concrete and steel bar decreases with the increase
Li Zhenfang   +6 more
doaj   +1 more source

Comparative Test on the Bond Damage of Steel and GFRP Bars Reinforcing Soft Rock Slopes

open access: yesApplied Sciences, 2021
Soft rock slopes were anchored with traditional steel bars and new Glass Fibre Reinforced Polymer (GFRP) bars. The difference in the anchorage performance of the two kinds of anchorage elements in soft rock and expansive soil was studied by an in-situ ...
Xinrong He   +4 more
doaj   +1 more source

Experimental and Analytical Investigation of Bond Behavior of Deformed Steel Bar and Ultra-High Performance Concrete

open access: yes, 2022
: Ultra-high performance concrete (UHPC) has been demonstrated to be a realistic alternative to less maintenance and significantly longer service life due to its better mechanical properties and low permeability. The bond performance of the deformed steel
Rui Liang, Yuan Huang, Zhenming Xu
semanticscholar   +1 more source

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