Log in

Relevant bibliographies by topics / Reinforcing bars Fatigue / Journal articles

To see the other types of publications on this topic, follow the link: Reinforcing bars Fatigue.

Journal articles on the topic 'Reinforcing bars Fatigue'

Author: Grafiati

Published: 4 June 2021

Last updated: 21 February 2023

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the top 50 journal articles for your research on the topic 'Reinforcing bars Fatigue.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Browse journal articles on a wide variety of disciplines and organise your bibliography correctly.

1

Kopas, Peter, Lenka Jakubovičová, Milan Vaško, and Marián Handrik. "Fatigue Resistance of Reinforcing Steel Bars." Procedia Engineering 136 (2016): 193–97. http://dx.doi.org/10.1016/j.proeng.2016.01.196.

Full text

APA, Harvard, Vancouver, ISO, and other styles

2

Wang, Wei, Jie Chen, Bo Diao, Xuefei Guan, Jingjing He, and Min Huang. "Bayesian Fatigue Life Prediction of Corroded Steel Reinforcing Bars." Advances in Civil Engineering 2021 (December 28, 2021): 1–15. http://dx.doi.org/10.1155/2021/4632152.

Full text

Abstract:

This paper presents a general method for fatigue life prediction of corroded steel reinforcing bars. A fatigue testing on standard specimens with pitting corrosion is carried out to obtain corrosion fatigue data. The maximum corrosion degree (MCD), characterizing the most severe site of the corrosion pit, is identified to have a log-linear relationship with the fatigue life. A fatigue life model incorporating the MCD and the stress range for corroded steel reinforcing bars is proposed. The model parameters are identified using the testing data, and the model is considered as the baseline model

APA, Harvard, Vancouver, ISO, and other styles

3

Hyland, C. W. K., and A. Ouwejan. "Fatigue of reinforcing bars during hydro-demolition." Journal of Physics: Conference Series 843 (May 2017): 012033. http://dx.doi.org/10.1088/1742-6596/843/1/012033.

Full text

APA, Harvard, Vancouver, ISO, and other styles

4

Li, Shibin, Hongwei Tang, Qiang Gui, and Zhongguo John Ma. "Fatigue behavior of naturally corroded plain reinforcing bars." Construction and Building Materials 152 (October 2017): 933–42. http://dx.doi.org/10.1016/j.conbuildmat.2017.06.173.

Full text

APA, Harvard, Vancouver, ISO, and other styles

5

Schwarzkopf, Michael. "Fatigue Design of Tack-Welded Mesh Reinforcing Bars." Structural Engineering International 5, no. 2 (May 1995): 102–6. http://dx.doi.org/10.2749/101686695780601240.

Full text

APA, Harvard, Vancouver, ISO, and other styles

6

Real, Enrique, Cristina Rodríguez, A. Fernández Canteli, and F. Javier Belzunce. "Influence of the Shot Peening Process on the Fatigue Behaviour of Duplex Stainless Steel Reinforcing Bars." Materials Science Forum 539-543 (March 2007): 4981–86. http://dx.doi.org/10.4028/www.scientific.net/msf.539-543.4981.

Full text

Abstract:

The influence of shot peening on the fatigue properties of duplex stainless steel reinforcing bars manufactured using both hot and cold rolled processes was studied. From determination of the S-N curves, the experimental results show that shot peening improves the fatigue behaviour of the re-bars, but that the improvement is much greater for the hot rolled bars. A more severe peening action capable of promoting greater plastic deformation of the bar surface needs to be used to improve the fatigue resistance of cold rolled corrugated bars.

APA, Harvard, Vancouver, ISO, and other styles

7

Koulouris, Konstantinos F., and Charis Apostolopoulos. "Fatigue damage indicator of different types of reinforcing bars." International Journal of Structural Integrity 13, no. 4 (March 28, 2022): 632–48. http://dx.doi.org/10.1108/ijsi-10-2019-0103.

Full text

Abstract:

PurposeAs it is widely known, corrosion constitutes a major deterioration factor for reinforced concrete (RC) structures which are located on coastal areas. This phenomenon combined with repeated loads, as earthquake events, negatively affects their service life. Moreover, microstructure of steel reinforcing bars has significant impact either on their corrosion resistance or on their fatigue life.Design/methodology/approachIn the present manuscript an effort has been made to investigate the effect of corrosive factor on fatigue response for two types of steel reinforcement; Tempcore steel rein

APA, Harvard, Vancouver, ISO, and other styles

8

Li, Shibin. "Fatigue of Reinforcing Steel Bars Subjected to Natural Corrosion." Open Civil Engineering Journal 5, no. 1 (April 29, 2011): 69–74. http://dx.doi.org/10.2174/1874149501105010069.

Full text

APA, Harvard, Vancouver, ISO, and other styles

9

Zhuang, Chenxu, Jinquan Zhang, and Ruinian Jiang. "Fatigue Flexural Performance of Short-Span Reinforced Concrete T-Beams Considering Overloading Effect." Baltic Journal of Road and Bridge Engineering 15, no. 2 (June 25, 2020): 89–110. http://dx.doi.org/10.7250/bjrbe.2020-15.474.

Full text

Abstract:

Traffic volume increase and higher proportion of heavier trucks have raised the potential risk of fatigue failure of short-span reinforced concrete beams. To investigate the fatigue behavior of short-span reinforced concrete beams with and without the overload effect, nine 5 m reinforced concrete T-beams were cast and tested. Two beams were tested under static loading to determine the ultimate strength; the remaining seven beams were subjected to cyclic loading with constant-amplitude load ranges. In addition, two of the seven beams were subjected to instant overloading. It was observed that t

APA, Harvard, Vancouver, ISO, and other styles

10

Islam, M. A. "Essential Mechanical Properties of Structural Steels for Steel Reinforced Buildings in the Earthquake Sensitive Areas." Journal of Scientific Research 4, no. 1 (December 23, 2011): 51. http://dx.doi.org/10.3329/jsr.v4i1.7069.

Full text

Abstract:

During earthquake, the ground along with its various natural and manmade structures experiences shaking of various intensities and frequencies depending on the nature of the earthquake. The loading activities caused by earthquakes on various structures are very much cyclic type, which is popularly known as fatigue loading. On the other hand, for modern high-rise buildings a large volume of steel bar is used to reinforce the concrete because of the pioneer role of steel bars embedded inside the concrete for safety of the buildings. In this study various mechanical properties of reinforcing stee

APA, Harvard, Vancouver, ISO, and other styles

11

D'Antino, Tommaso, Marco A. Pisani, and Carlo Poggi. "Fatigue tensile testing of glass fiber-reinforced polymer reinforcing bars." Construction and Building Materials 346 (September 2022): 128395. http://dx.doi.org/10.1016/j.conbuildmat.2022.128395.

Full text

APA, Harvard, Vancouver, ISO, and other styles

12

Apostolopoulos, Charis, George Konstantopoulos, and Konstantinos Koulouris. "Seismic resistance prediction of corroded S400 (BSt420) reinforcing bars." International Journal of Structural Integrity 9, no. 1 (February 5, 2018): 119–38. http://dx.doi.org/10.1108/ijsi-02-2017-0008.

Full text

Abstract:

Purpose Structures in seismic areas, during their service lifetime, are subjected to numerous seismic loads that certainly affect their structural integrity. The degradation of these structures, to a great extent, depends on the scale of seismic events, the steel mechanical performance on reversal loads and its resistance to corrosion phenomena. The paper aims to discuss these issues. Design/methodology/approach Based on the experimental results of seismic steel behavior S400 (BSt III), which was widely used in the past years, a prediction study of seismic steel behavior was conducted in the c

APA, Harvard, Vancouver, ISO, and other styles

13

Tang, Hong Wei, and Shi Bin Li. "Experimental Study on Fatigue Behavior of Low-Strength Concrete Beams." Applied Mechanics and Materials 94-96 (September 2011): 795–98. http://dx.doi.org/10.4028/www.scientific.net/amm.94-96.795.

Full text

Abstract:

Reinforced concrete (RC) structures taking full advantages of concrete and reinforcing steel bars are widely applied in civil engineering. Concrete bridges are subjected to alternate loads as well as static loads, much importance should be attached to their fatigue. Reinforced concrete beams are the elementary members of concrete bridges. Fatigue failure mode and fatigue life prediction of normal or high-strength RC beams were the research focus at home. The fatigue behavior of low-strength RC beams was studied through four-point bending fatigue test in the paper. The test results indicated th

APA, Harvard, Vancouver, ISO, and other styles

14

MATSUMOTO, Nobuyuki. "A study on fatigue behavior of cold-worked deformed reinforcing bars." Doboku Gakkai Ronbunshu, no. 396 (1988): 177–86. http://dx.doi.org/10.2208/jscej.1988.396_177.

Full text

APA, Harvard, Vancouver, ISO, and other styles

15

Noël, Martin, and Khaled Soudki. "Fatigue Behavior of GFRP Reinforcing Bars in Air and in Concrete." Journal of Composites for Construction 18, no. 5 (October 2014): 04014006. http://dx.doi.org/10.1061/(asce)cc.1943-5614.0000468.

Full text

APA, Harvard, Vancouver, ISO, and other styles

16

Caprili, Silvia, Jörg Moersch, and Walter Salvatore. "Mechanical Performance versus Corrosion Damage Indicators for Corroded Steel Reinforcing Bars." Advances in Materials Science and Engineering 2015 (2015): 1–19. http://dx.doi.org/10.1155/2015/739625.

Full text

Abstract:

The experimental results of a testing campaign including tensile and low-cycle fatigue tests on different reinforcing steel bar types in the as-delivered and corroded condition are presented. Experimental data were statistically analyzed adopting ANOVA technique; Performance Indicators (PIs), describing the mechanical performance characteristics of reinforcements, and Corrosion Damage Indicators (CDIs), describing the detrimental effects of corrosion phenomena, were determined and correlated in order to evaluate the influence of corrosion on the behaviour of reinforcing steels, providing usefu

APA, Harvard, Vancouver, ISO, and other styles

17

Rezansoff, Telvin, James A. Zacaruk, and Jeffrey G. Afseth. "High cycle (fatigue) resistance of reinforced concrete beams with lap splices." Canadian Journal of Civil Engineering 20, no. 4 (August 1, 1993): 642–49. http://dx.doi.org/10.1139/l93-081.

Full text

Abstract:

Full-scale specimens were tested so that lap spliced bottom bars were subjected to cyclic tension loading. The major variable was the degree of transverse confining reinforcement (stirrups) provided along the lap. Lap splices were confined either with the maximum transverse reinforcement deemed to be effective for static loading, permitting the use of shorter lap splice lengths, or with stirrups spaced at approximately one half the effective depth of the beam, requiring the use of a longer lap length. Failure in all specimens with heavier stirrups (shorter laps) occurred with fatiguing of the

APA, Harvard, Vancouver, ISO, and other styles

18

Khamichonok, V. V., N. G. Matveev, I. A. Mirochnik, and E. V. Chinоikalov. "Elaboration of a technology of class A500 reinforcing bar production with a complex of additional properties as per GOST 34028–2016 at JSC EVRAZ ZSMK." Ferrous Metallurgy. Bulletin of Scientific , Technical and Economic Information 75, no. 6 (July 26, 2019): 711–17. http://dx.doi.org/10.32339/0135-5910-2019-6-711-717.

Full text

Abstract:

On 01.01.2019 the interstate standard GOST 34028–2016 “Reinforcing bars for concrete structures. Technical specifications” will come into force, which will replace the standards GOST R 52544 (in the part of A500S class), GOST 10884 and GOST 5781. The new standard will introduce a complex of additional properties for reinforcing bars of A500 class to provide reliability of its application in the high rise construction, in areas of increased seismic activity, in aggressive media (sea areas) and in bridges construction (increased cyclic loads). In view of this a complex of work accomplished at JS

APA, Harvard, Vancouver, ISO, and other styles

19

Kashani, Mohammad M., Shunyao Cai, Sean A. Davis, and Paul J. Vardanega. "Influence of Bar Diameter on Low-Cycle Fatigue Degradation of Reinforcing Bars." Journal of Materials in Civil Engineering 31, no. 4 (April 2019): 06019002. http://dx.doi.org/10.1061/(asce)mt.1943-5533.0002637.

Full text

APA, Harvard, Vancouver, ISO, and other styles

20

REAL, E., C. RODRÍGUEZ, F. J. BELZUNCE, P. SANJURJO, A. F. CANTELI, and I. F. PARIENTE. "Fatigue behaviour of duplex stainless steel reinforcing bars subjected to shot peening." Fatigue & Fracture of Engineering Materials & Structures 32, no. 7 (July 2009): 567–72. http://dx.doi.org/10.1111/j.1460-2695.2009.01360.x.

Full text

APA, Harvard, Vancouver, ISO, and other styles

21

Kashani, Mohammad M., Aneeka K. Barmi, and Viktoria S. Malinova. "Influence of inelastic buckling on low-cycle fatigue degradation of reinforcing bars." Construction and Building Materials 94 (September 2015): 644–55. http://dx.doi.org/10.1016/j.conbuildmat.2015.07.102.

Full text

APA, Harvard, Vancouver, ISO, and other styles

22

Apostolopoulos, C. A., and M. P. Papadopoulos. "Tensile and low cycle fatigue behavior of corroded reinforcing steel bars S400." Construction and Building Materials 21, no. 4 (April 2007): 855–64. http://dx.doi.org/10.1016/j.conbuildmat.2005.12.012.

Full text

APA, Harvard, Vancouver, ISO, and other styles

23

Sukach, Mykhailo, Myroslav Kindrachuk, and Valeriy Makarenko. "Research of corrosion and mechanical resistance of reinforce-ment steels designated for operation in hydraulic structures." Pidvodni tehnologii, no. 11 (October 29, 2021): 88–95. http://dx.doi.org/10.32347/uwt2021.11.1802.

Full text

Abstract:

Analytical inspection showed that with a long service life of reinforced concrete structures of hydraulic structures, their individual elements such as reinforcing bars are destroyed due to insufficient fatigue and corrosion strength of the reinforcement metal. They occur mainly under the action of the main variable loads − bending, vibrations of reinforced concrete slabs, mechanical and erosion of the environment. The main causes of failure of the valve are its rupture and wear due to repeated action of force factors. The surface zone of the reinforcement in connection with concrete is especi

APA, Harvard, Vancouver, ISO, and other styles

24

Robl, Tobias, Christoph Hubertus Wölfle, Muhammed Zubair Shahul Hameed, Stefan Rappl, Christian Krempaszky, and Ewald Werner. "An Approach to Predict Geometrically and Thermo-Mechanically Induced Stress Concentrations in Ribbed Reinforcing Bars." Metals 12, no. 3 (February 26, 2022): 411. http://dx.doi.org/10.3390/met12030411.

Full text

Abstract:

Ribbed reinforcing steel bars (rebars) are used for the reinforcement of concrete structures. In service, they are subjected to cyclic loading. Several studies addressing the relationship between rib geometry, stresses at the rebar surface induced by service loads and the rebar fatigue performance can be found in literature. However, the rebar’s fatigue performance is also influenced by residual stresses originating from the manufacturing process. In this contribution, a modeling approach is proposed to examine geometrically and thermo-mechanically induced stress concentrations in ribbed reinf

APA, Harvard, Vancouver, ISO, and other styles

25

Basdeki, Maria, and Charis Apostolopoulos. "Mechanical Behavior Evaluation of Tempcore and Hybrid Reinforcing Steel Bars via a Proposed Fatigue Damage Index in Long Terms." Metals 11, no. 5 (May 19, 2021): 834. http://dx.doi.org/10.3390/met11050834.

Full text

Abstract:

As it is widely known, corrosion constitutes a major deterioration factor for reinforced concrete structures which are located in coastal areas. This phenomenon, combined with repeated loads and, especially, intense seismic events, negatively affect their useful service life. It is well known that the microstructure of steel reinforcing bars has a significant impact either on their corrosion resistance or on their fatigue life. In the present manuscript, an effort has been made to study the effect of corrosive factors on fatigue response for two types of steel reinforcement: Tempcore steel B r

APA, Harvard, Vancouver, ISO, and other styles

26

Rodríguez, C., E. Real, F. J. Belzunce, A. F. Canteli, and M. L. Aenlle. "Fatigue behaviour of hot rolled reinforcing bars of austenitic and duplex stainless steels." Materials Science and Technology 23, no. 2 (February 2007): 145–50. http://dx.doi.org/10.1179/174328407x154338.

Full text

APA, Harvard, Vancouver, ISO, and other styles

27

Tripathi, Mayank, Rajesh P. Dhakal, Farhad Dashti, and Leonardo M. Massone. "Low-cycle fatigue behaviour of reinforcing bars including the effect of inelastic buckling." Construction and Building Materials 190 (November 2018): 1226–35. http://dx.doi.org/10.1016/j.conbuildmat.2018.09.192.

Full text

APA, Harvard, Vancouver, ISO, and other styles

28

Apostolopoulos, Ch Alk. "Mechanical behavior of corroded reinforcing steel bars S500s tempcore under low cycle fatigue." Construction and Building Materials 21, no. 7 (July 2007): 1447–56. http://dx.doi.org/10.1016/j.conbuildmat.2006.07.008.

Full text

APA, Harvard, Vancouver, ISO, and other styles

29

Li, Pengfei, Ni Tan, and Chengzhi Wang. "Nonlinear Bond Model for the Dowel Action considering the Fatigue Damage Effect." Advances in Materials Science and Engineering 2018 (June 20, 2018): 1–11. http://dx.doi.org/10.1155/2018/9690202.

Full text

Abstract:

To investigate the mechanical properties of dowel action under fatigue loads, 3 reinforced concrete specimens with different bar diameters (12 mm, 20 mm, and 25 mm) were subjected to the fatigue loading and were designed to investigate the attenuation character of dowel action and the fatigue failure modes. The load transfer mechanism of the bond was analyzed based on the 3D relative motions between reinforcing bars and subgrade concrete. Fatigue damage effects were considered in the model. A deterioration coefficient based on the deformation path was defined to represent the accumulation of f

APA, Harvard, Vancouver, ISO, and other styles

30

HAWILEH, R. A., J. A. ABDALLA, F. OUDAH, and K. ABDELRAHMAN. "Low-cycle fatigue life behaviour of BS 460B and BS B500B steel reinforcing bars." Fatigue & Fracture of Engineering Materials & Structures 33, no. 7 (April 15, 2010): 397–407. http://dx.doi.org/10.1111/j.1460-2695.2010.01452.x.

Full text

APA, Harvard, Vancouver, ISO, and other styles

31

Bar, H. N., S. Sivaprasad, N. Narasaiah, Surajit K. Paul, B. N. Sen, and Sanjay Chandra. "Low Cycle and Ratchetting Fatigue Behavior of High UTS/YS Ratio Reinforcing Steel Bars." Journal of Materials Engineering and Performance 22, no. 6 (January 25, 2013): 1701–7. http://dx.doi.org/10.1007/s11665-013-0470-x.

Full text

APA, Harvard, Vancouver, ISO, and other styles

32

Xu, Li Hua, Hao Zeng, Feng Xu, and Wen Ke Qin. "Static and Fatigue Experimental Research on Reinforced Concrete Beams Strengthened with Pre-Stress CFRP Rods." Advanced Materials Research 368-373 (October 2011): 2001–5. http://dx.doi.org/10.4028/www.scientific.net/amr.368-373.2001.

Full text

Abstract:

In this paper, a total of six reinforced concrete beams including four beams strengthened with externally prestressed CFRP rods and two unstrengthened beams have been tested under monotonic and cylic loads in order to investigate the influence of a novel technique on the flexural static and fatigue behavior of the specimens. The experimental results show that the static and fatigue performance of strengthened members have been improved in terms of that the flexural capacity is greatly enhanced, the fatigue life is increased and the stress range of the internally tensile reinforcing bars is dec

APA, Harvard, Vancouver, ISO, and other styles

33

Luo, Yun Rong, Tao Zeng, and Lei Fu. "Investigation on the Influence of Fatigue Damage on the Mechanics Property of Anti-Seismic Steel HRB400E Reinforcing Steel Bars." Applied Mechanics and Materials 368-370 (August 2013): 1678–82. http://dx.doi.org/10.4028/www.scientific.net/amm.368-370.1678.

Full text

Abstract:

Low cycle fatigue (LCF) experiments on anti-seismic steel HRB400E reinforcing steel bars under constant total strain (0.6%) control were conducted on a MTS 809 servo-hydraulic material testing machine. The specimens were then subjected to quasi-static tension until they ruptures on the machine. The mechanical properties such as cyclic stress-strain behaviour, quasi-static strength, and quasi-static ductility of the material at various levels of fatigue damage were investigated .The test results indicate that when compared to its virgin state, in a certain cycles (about 80% fatigue life) the cy

APA, Harvard, Vancouver, ISO, and other styles

34

Apostolopoulos, Ch Alk, and V. P. Pasialis. "Effects of Corrosion and Ribs on Low Cycle Fatigue Behavior of Reinforcing Steel Bars S400." Journal of Materials Engineering and Performance 19, no. 3 (July 2, 2009): 385–94. http://dx.doi.org/10.1007/s11665-009-9502-y.

Full text

APA, Harvard, Vancouver, ISO, and other styles

35

Fernandez, Ignasi, Jesús Miguel Bairán та Antonio R. Marí. "Corrosion effects on the mechanical properties of reinforcing steel bars. Fatigue and σ–ε behavior". Construction and Building Materials 101 (грудень 2015): 772–83. http://dx.doi.org/10.1016/j.conbuildmat.2015.10.139.

Full text

APA, Harvard, Vancouver, ISO, and other styles

36

Chen, Jie, Bo Diao, Jingjing He, Sen Pang, and Xuefei Guan. "Equivalent surface defect model for fatigue life prediction of steel reinforcing bars with pitting corrosion." International Journal of Fatigue 110 (May 2018): 153–61. http://dx.doi.org/10.1016/j.ijfatigue.2018.01.019.

Full text

APA, Harvard, Vancouver, ISO, and other styles

37

Kashani, Mohammad M., Laura N. Lowes, Adam J. Crewe, and Nicholas A. Alexander. "Phenomenological hysteretic model for corroded reinforcing bars including inelastic buckling and low-cycle fatigue degradation." Computers & Structures 156 (August 2015): 58–71. http://dx.doi.org/10.1016/j.compstruc.2015.04.005.

Full text

APA, Harvard, Vancouver, ISO, and other styles

38

Vasco, Marina C., Panagiota Polydoropoulou, Apostolos N. Chamos, and Spiros G. Pantelakis. "Effect of corrosion and sandblasting on the high cycle fatigue behavior of reinforcing B500C steel bars." Frattura ed Integrità Strutturale 11, no. 42 (September 29, 2017): 9–22. http://dx.doi.org/10.3221/igf-esis.42.02.

Full text

APA, Harvard, Vancouver, ISO, and other styles

39

Aldabagh, Saif, and M. Shahria Alam. "Low-cycle fatigue performance of high-strength steel reinforcing bars considering the effect of inelastic buckling." Engineering Structures 235 (May 2021): 112114. http://dx.doi.org/10.1016/j.engstruct.2021.112114.

Full text

APA, Harvard, Vancouver, ISO, and other styles

40

Abdalla, Jamal A., and Rami Hawileh. "Modeling and simulation of low-cycle fatigue life of steel reinforcing bars using artificial neural network." Journal of the Franklin Institute 348, no. 7 (September 2011): 1393–403. http://dx.doi.org/10.1016/j.jfranklin.2010.04.005.

Full text

APA, Harvard, Vancouver, ISO, and other styles

41

El-Ragaby, Amr, Ehab El-Salakawy, and Brahim Benmokrane. "Fatigue analysis of concrete bridge deck slabs reinforced with E-glass/vinyl ester FRP reinforcing bars." Composites Part B: Engineering 38, no. 5-6 (July 2007): 703–11. http://dx.doi.org/10.1016/j.compositesb.2006.07.012.

Full text

APA, Harvard, Vancouver, ISO, and other styles

42

Girgin, Sadik Can, Mohammadreza Moharrami, and Ioannis Koutromanos. "Nonlinear Beam-Based Modeling of RC Columns Including the Effect of Reinforcing-Bar Buckling and Rupture." Earthquake Spectra 34, no. 3 (August 2018): 1289–309. http://dx.doi.org/10.1193/063017eqs136m.

Full text

Abstract:

This study presents a beam-based modeling approach for the analysis of reinforced concrete (RC) frame members under cyclic loads that can capture the effect of inelastic buckling and rupture of reinforcing steel bars. The approach uses force-based elements with a fiber-section model and a corotational formulation to account for the geometric nonlinearity effect on the response of columns. A recently proposed phenomenological uniaxial model for steel reinforcement, capable of simulating inelastic buckling and rupture due to low-cycle fatigue, is used for the reinforcing steel fibers. Numerical

APA, Harvard, Vancouver, ISO, and other styles

43

Hawileh, R., A. Rahman, and H. Tabatabai. "Evaluation of the Low-Cycle Fatigue Life in ASTM A706 and A615 Grade 60 Steel Reinforcing Bars." Journal of Materials in Civil Engineering 22, no. 1 (January 2010): 65–76. http://dx.doi.org/10.1061/(asce)0899-1561(2010)22:1(65).

Full text

APA, Harvard, Vancouver, ISO, and other styles

44

Li, Shibin, Hongwei Tang, Qiang Gui, and Zhongguo John Ma. "Corrigendum to “Fatigue behavior of naturally corroded plain reinforcing bars” [Constr. Build. Mater. 152 (2017) 933–942]." Construction and Building Materials 155 (November 2017): 1256–57. http://dx.doi.org/10.1016/j.conbuildmat.2017.09.011.

Full text

APA, Harvard, Vancouver, ISO, and other styles

45

Kashani, Mohammad M., Peyman Alagheband, Rafid Khan, and Sean Davis. "Impact of corrosion on low-cycle fatigue degradation of reinforcing bars with the effect of inelastic buckling." International Journal of Fatigue 77 (August 2015): 174–85. http://dx.doi.org/10.1016/j.ijfatigue.2015.03.013.

Full text

APA, Harvard, Vancouver, ISO, and other styles

46

Pan, Yuan, Guo Hua Xing, Guo Fu, and Jian Ling Hou. "Cumulative Seismic Damage of Reinforced Concrete Columns: Benchmark and Low-Cycle Fatigue Tests." Applied Mechanics and Materials 52-54 (March 2011): 734–39. http://dx.doi.org/10.4028/www.scientific.net/amm.52-54.734.

Full text

Abstract:

Under seismic actions, reinforced concrete columns are generally damaged by a combination of repeated stress reversals and high stress excursions. An experimental study was undertaken to investigate cumulative damage in reinforced concrete rectangular columns subjected to repeated cyclic loadings. Fourteen identical half-scale concrete columns were fabricated and tested to failure. This paper summarizes the results of Phase I testing that consisted of benchmark tests to establish the monotonic force-deformation envelope, and constant amplitude tests to determine the low-cycle fatigue character

APA, Harvard, Vancouver, ISO, and other styles

47

He, Shiqin, Jiaxing Zhao, Chunyue Wang, and Hui Wang. "Experimental Study on the Degradation of Bonding Behavior between Reinforcing Bars and Concrete after Corrosion and Fatigue Damage." Structural Durability & Health Monitoring 16, no. 3 (2022): 195–212. http://dx.doi.org/10.32604/sdhm.2022.08886.

Full text

APA, Harvard, Vancouver, ISO, and other styles

48

Apostolopoulos, Ch Alk. "The effect of ribs on the mechanical behavior of corroded reinforcing steel bars S500s under low-cycle fatigue." Materials and Structures 41, no. 5 (September 12, 2007): 991–99. http://dx.doi.org/10.1617/s11527-007-9300-7.

Full text

APA, Harvard, Vancouver, ISO, and other styles

49

Ju, Minkwan, and Hongseob Oh. "Experimental Assessment on the Flexural Bonding Performance of Concrete Beam with GFRP Reinforcing Bar under Repeated Loading." International Journal of Polymer Science 2015 (2015): 1–11. http://dx.doi.org/10.1155/2015/367528.

Full text

Abstract:

This study intends to investigate the flexural bond performance of glass fiber-reinforced polymer (GFRP) reinforcing bar under repeated loading. The flexural bond tests reinforced with GFRP reinforcing bars were carried out according to the BS EN 12269-1 (2000) specification. The bond test consisted of three loading schemes: static, monotonic, and variable-amplitude loading to simulate ambient loading conditions. The empirical bond length based on the static test was 225 mm, whereas it was 317 mm according to ACI 440 1R-03. Each bond stress on the rib is released and bonding force is enhanced

APA, Harvard, Vancouver, ISO, and other styles

50

Sepulveda, Barbara Daniela Giorgini, Phillip Visintin, and Deric John Oehlers. "Fatigue bond-slip properties of steel reinforcing bars embedded in UHPFRC: Extraction and development of an accumulated damage law." Case Studies in Construction Materials 17 (December 2022): e01370. http://dx.doi.org/10.1016/j.cscm.2022.e01370.

Full text

APA, Harvard, Vancouver, ISO, and other styles

We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!