Behavior of inoxydable steel and their performance as reinforcement bars in concrete beam: Experimental and nonlinear finite element analysis

Alih, Sophia C.; Khelil, A.

doi:10.1016/j.conbuildmat.2012.07.038

Cited by 27 publications

(13 citation statements)

References 15 publications

Supporting

Mentioning

Contrasting

Order By: Relevance

“…Studies have further demonstrated that stainless steel materials enjoy the advantages of high strength, suitable ductility, and strong resistance to high and low temperatures [4,[31][32][33][34][35][36]. e proportionality limit and elastic modulus of stainless steel bars are relatively low, and it has no obvious yielding platform.…”

Section: Mechanical Properties and Corrosion Resistance Of Stainless Steel Barsmentioning

confidence: 99%

Research Progress and Engineering Applications of Stainless Steel‐Reinforced Concrete Structures

Yuan

2021

Advances in Civil Engineering

View full text Add to dashboard Cite

The durability of concrete structures can effectively be enhanced by using stainless steel rather than ordinary steel reinforcements under harsh service conditions. Because the basic mechanical properties and stress-strain relationship of stainless steel reinforcements obviously differ from those of ordinary steel reinforcements, the current design codes for reinforced concrete structures are not appropriate for stainless steel-reinforced concrete. On the basis of the research works reported in the past decades, this paper systematically summarizes and analyzes the mechanical properties and corrosion resistance of stainless steel reinforcements, the properties of the bond between stainless steel reinforcements and concrete, the mechanical properties of stainless steel-reinforced concrete members, and the application of stainless steel reinforcements in practical engineering and proposes relevant problems which should be examined further. It is suggested that the design theory of stainless steel-reinforced concrete structures should be further improved to take full advantage of these structures.

show abstract

Section: Mechanical Properties and Corrosion Resistance Of Stainless Steel Barsmentioning

confidence: 99%

Research Progress and Engineering Applications of Stainless Steel‐Reinforced Concrete Structures

Yuan

2021

Advances in Civil Engineering

View full text Add to dashboard Cite

show abstract

“…A beam end cohesion test of SSRC was carried out by Michigan Technological University. 13 Also, an experimental study and nonlinear finite element analysis were performed on SSRC beams by S Alih and A Khelil 14 and the obtained model calculation results were found to be consistent with the experimental results. The beam and column seismic performance 1 test of SSRC, which was conducted by Zhang et al, 15,16 determined that SSRC beams and columns have strong ductility, as well as energy dissipation capacities.…”

Section: Introductionmentioning

confidence: 61%

“…Researchers have carried out a great deal of theoretical and experimental research regarding stainless steel-reinforced concrete (SSRC) structures. [5][6][7][8][9][10][11][12][13][14][15][16] Among these, the existing research studies regarding the corrosion resistance of SSRC structures [9][10][11] have indicated that their corrosion resistance is somewhat higher than that of ordinary RC. The uniaxial tensile and low cycle test research on different types of stainless steel have been studied by Zhou,12 and the results have shown that stainless steel displays strong ductility, along with a resistance to fatigue damage.…”

Section: Introductionmentioning

confidence: 99%

Behavior of stainless steel–reinforced concrete piers under lateral impact loading

Zhang

Xie³

et al. 2017

Advances in Mechanical Engineering

View full text Add to dashboard Cite

In this study, stainless steel bars with the same diameter were used to replace ordinary stressed steel bars in reinforced concrete bridge piers. An ultra-high drop hammer impact test system was adopted for multiple horizontal impact tests on two groups of reinforced concrete bridge pier specimens. Based on the study results, it was determined that the maximum impact force of the stainless steel-reinforced concrete specimen, strain occurred in the steel bar and concrete, and the maximum displacement at the specimen's top was found to be smaller than that before the same diameter replacement under the same impact energy. These results indicate that the stainless steel-reinforced concrete bridge pier specimen may have strong ductility, energy absorption abilities, and impact resistance under the impact load.

show abstract

“…For the specimen B-1-3, with the increasing of cycles, three typical stages can be found in the dynamic change of tensile reinforcement strain: initial stage, stable stage, and accelerated development stage. In the middle stage of the cyclic loading, the development of steel strain is mainly attributed to the development of residual strain [6,7]. As the fatigue failure was different from the static loading failure, no apparent necking phenomenon was observed [16].…”

Section: Strain Of Reinforcementmentioning

confidence: 99%

“…e 1.4362 duplex stainless steel rebar also be applied to Hong Kong-ZhuhaiMacao Bridge. Researchers worldwide have done numerous studies regarding the performance of stainless steel-reinforced concrete [6,7]. As civil engineering structure such as bridge and marine is usually underfacing repeating cyclic loading, such as vehicle vibration, wave actions, and currents.…”

Section: Introductionmentioning

confidence: 99%

Fatigue Tests of Concrete Slabs Reinforced with Stainless Steel Bars

Zhang

Zhou

2018

Advances in Materials Science and Engineering

View full text Add to dashboard Cite

Experimental studies on fatigue behavior of reinforced concrete slab with stainless steel rebar and carbon steel rebar have shown that, at the same reinforcement ratio, the slope of the deflection-cycle number curves of stainless steel-reinforced concrete slab is lower than that of ordinary steel-reinforced concrete slab. e higher the reinforcement ratio is, the smaller the maximum crack width would be. Higher stress level contributes to larger deflection and reinforcement strain in midspan and shorter fatigue life. Compared to the ordinary steel-reinforced concrete slab, the stainless steel-reinforced concrete slab shows narrower maximum crack under the same number of loading cycles. Less significant midspan deflection, reinforcement strain, and longer fatigue life are observed in stainless steel-reinforced concrete slab at the same reinforcement ratio, stress level, and cycling time. With the increase of reinforcement ratio, the deflection and fatigue life extended.

show abstract

Behavior of inoxydable steel and their performance as reinforcement bars in concrete beam: Experimental and nonlinear finite element analysis

Cited by 27 publications

References 15 publications

Research Progress and Engineering Applications of Stainless Steel‐Reinforced Concrete Structures

Research Progress and Engineering Applications of Stainless Steel‐Reinforced Concrete Structures

Behavior of stainless steel–reinforced concrete piers under lateral impact loading

Fatigue Tests of Concrete Slabs Reinforced with Stainless Steel Bars

Contact Info

Product

Resources

About