JKCI - Journal of the Korea Concrete Institute

1

ACI Committee 318 , 2019, Building Code Requirements for Structural Concrete (ACI 318-19), Farmington Hills, MI; American Concrete Institute (ACI). 623

2

Bentz E. C., Collins M. P., 2006, Development of the 2004 Canadian Standard Association (CSA), A23, Vol. 3 shear provisions for reinforced concrete, No. canadian journal of civil engineering 33

3

Bernardo L. F. A., 2019, Modeling the Full Behavior of Reinforced Concrete Flanged Beams under Torsion, Applied Sciences, Vol. 9, No. 13

4

Bernardo L. F. A., Andrade J. M. A., 2020, A Unified Softened Truss Model for RC and PC Beams under Torsion, Journal of Building Engineering, Vol. 32, No. 1

5

Bernardo L. F. A., Lopes S. M. R., 2009, Torsion in High- Strength Concrete Hollow Beams: Strength and Ductility Analysis, ACI Structural Journal, Vol. 106, No. 1, pp. 39-48

6

Chalioris C. E., 2006, Experimental Study of the Torsion of Reinforced Concrete Members, Structural Engineering and Mechanics, Vol. 23, No. 6, pp. 713-737

7

Chiu H. J., Fang I. K., Young W. T., Shiau J. K., 2007, Behavior of Reinforced Concrete Beams with Minimum Torsional Reinforcement, Engineering Structures, Vol. 29, No. 9, pp. 2193-2205

8

Collins M. P., Walsh P. F., Archer F. E., Hail A. S., 1965, Reinforced Concrete Beams Subjected to Combined Torsion, Bending and Shear (UNICIV Report, No. R-14), University of New South Wales

9

Collins M. P., Walsh P. F., Archer F. E., Hail A. S., 1968, Ultimate Strength of Reinforced Concrete Beams Subjected to Combined Torsion and Bending, Torsion of Structural Concrete SP-18, American Concrete Institute, Detroit, pp. 279-402

10

CSA Committee A23.3-14 , 2014, Design of Concrete Structures (CAN/CSA-A23.3-14), Canadian Standards Association (CSA), Canada

11

European Committee for Standardization (CEN) , 2004, Eurocode 2: Design of Concrete Structures - Part 1-1: General Rules and Rules for Buildings (BS EN 1992-1-1:2004), London, UK; British Standards Institute (BSI)

12

Fang I. K., Shiau J. K., 2004, Torsional Behavior of Normal-and High-Strength Concrete Beams, ACI Structural Journal, Vol. 101, No. 3, pp. 304-313

13

fib , 2015, The fib in Russia: New standards, Structural Concrete, Vol. 16, No. 1, pp. 149-150

14

Hsu T. T. C., 1968, Behavior of Reinforced Concrete Rectangular Members, ACI Structural Journal, Vol. 18, No. 1, pp. 261-306

15

Hsu T. T. C., 1984, Torsion of Reinforced Concrete, Van Nostrand Reinhold, Inc., New York

16

Ibrahim M. S., Gebreyouhannes E., Muhdin A., Gebre A., 2020, Effect of Concrete Cover on the Pure Torsional Behavior of Reinforced Concrete Beams, Engineering Structures, Vol. 216, No. 1, pp. 110790

17

Joh C., Kwahk I., Lee J., Yang I. H., Kim B. S., 2019, Torsional Behavior of High-Strength Concrete Beams with Minimum Reinforced Ratio, Advances in Civil Engineering, Vol. 2019, No. 1

18

Joint ACI-ASCE Committee 445 , 2013, Report on Torsion in Structural Concrete (ACI 445.1R-12), Farmington Hills, MI. American Concrete Institute (ACI)

19

Ju H., Han S. J., Kim K. S., Strauss A., Wu W., 2020b, Multi-Potential Capacity for Reinforced Concrete Members under Pure Torsion, Structural Engineering and Mechanics, Vol. 75, No. 3, pp. 401-414

20

Ju H., Han S. J., Kim K. S., 2020c, Analytical Model for Torsional Behavior of RC Members Combined with Bending, Shear, and Axial Loads, Journal of Building Engineering, Vol. 32, No. 1, pp. 101730

21

Ju H., Han S. J., Zhang D., Kim J., Wu W., Kim K. S., 2019, Estimation of Minimum Torsional Reinforcement of Reinforced Concrete and Steel Fiber-Reinforced Concrete Members, Advances in Materials and Engineering, Vol. 2019, No. 1, pp. 4595363

22

Ju H., Lee D. H., Kim K. S., 2019, Minimum Torsional Reinforcement Ratio for Reinforced Concrete Members with Steel Fibers, Composite Structures, Vol. 207, No. 1, pp. 460-470

23

Ju H., Lee D. H., Hwang J. H., Kim K. S., Oh Y. H., 2013, Fixed-Angle Smeared-Truss Approach with Direct Tension Force Transfer Model for Torsional Behavior of Steel Fiber- Reinforced Concrete Members, Journal of Advanced Concrete Technology, Vol. 11, No. 9, pp. 215-229

24

Ju H., Lee D., Kim J. R., Kim K. S., 2020a, Maximum Torsional Reinforcement Ratio of Reinforced Concrete Beams, Structures, Vol. 23, No. 1, pp. 481-493

25

KCI , 2017, KCI Model Code 2017. Seoul, Korea; Kimoondang Publishing Company, Korea Concrete Institute (KCI), Vol. 637

26

Kim C., Kim S., Kim K. H., Shin D., Haroon M., Lee J. Y., 2018, Torsional Behavior of Reinforced Concrete Beams with High-Strength Steel Bars, ACI Structural Journal, Vol. 116, No. 6, pp. 251-263

27

Kim M. J., Kim H. G., Lee Y. J., Kim D. H., Lee Y. J., Kim K. H., 2020, Pure Torsional Behavior of RC Beams in Relation to the Amount of Torsional Reinforcement and Cross-Sectional Properties, Construction and Building Materials, Vol. 260, No. 1

28

Koutchoukali N. E., Belarbi A., 2001, Torsional High- Strength Reinforced Beams and Minimum Reinforcement Requirement, ACI Structural Journal, Vol. 98, No. 4, pp. 462-469

29

Kuan A., Bruun E. P. G., Bentz E. C., Collins M. P., 2019, Nonlinear Sectional Analysis of Reinforced Concrete Beams and Shells Subjected to Pure Torsion, Computers and Structures, Vol. 222, No. 1, pp. 118-132

30

Lee J. Y., Kim S. W., 2010, Torsional Strength of RC Beams considering Tension Stiffening Effect, Journal of Structural Engineering, Vol. 136, No. 11, pp. 1367-1378

31

Lee J. Y., Kim K. H., Lee S. H., Kim C., Kim M. H., 2018, Maximum Torsional Reinforcement of Reinforced Concrete Beams Subjected to Pure Torsion, ACI Structural Journal, Vol. 115, No. 3, pp. 749-760

32

Lessig N. N, 1959, Determination of Load-Carrying Capacity of Rectangular Reinforced Concrete Elements Subjected to Flexure and Torsion, Concrete and Reinforced Concrete Institute Trudy No. 5, Moscow, pp. 5-28

33

Lessig N. N, 1961, Studies of Cases of Concrete Failure in Rectangular Reinforced Concrete Elements Subjected to Combined Flexure and Torsion, Design of Reinforced Concrete Structures, State Publishing Offices for Literature on Structural Engineering, Architecture and Structural Materials, Moscow, pp. 229-271

34

McMullen A. E., Rangan B. V., 1978, Pure Torsion in Rectangular Sections - A Re-Examination, ACI Structural Journal, Vol. 75, No. 10, pp. 511-519

35

Rasmussen L. J., Baker G., 1995, Torsion in Reinforced Normal and High-Strength Concrete Beams Part 1: Experimental Test Series, ACI Structural Journal, Vol. 92, No. 1, pp. 56-62

36

SAA , 1973, SAA Concrete Structures Code. A.S. CA2-1973, AS 1480-1974. Standards Association of Australia (SAA)

37

SNiP 2.03. 01-84. , 1985, Concrete and Reinforced Concrete Structures, Gosstroy USSR, Moscow.

38

SNiP 52-01-2003. , 2003, Concrete and Reinforced Concrete Structures., Gosstroy USSR, Moscow.

39

SP 63.13330. , 2018, Concrete and Reinforced Concrete Structures, Ministry of Regional Development of the Russian Federation, Moscow

40

State Committee on Construction of the USSR Council of Ministers , 1962, Structural Standards and Regulations (SNiP II-B.1-62), State Publishing Offices for Literature on Structural Engineering, Architecture and Structural Materials, Moscow, 1962

41

Vecchio F. J., Collins M. P., 1986, The Modified Compression Field Theory for Reinforced Concrete Elements Subjected to Shear, American Concrete Institute Journal, Vol. 83, No. 2, pp. 219-231

42

Yerzhanov M., Lee D., 2020, Shear Design Method of Eurasia for Concrete Members, ACI Structural Journal, Vol. 117, No. 3, pp. 207-222

43

Yerzhanov M., Ju H., Zhang D., Moon S. W., Kim J. R., Lee D., 2019, Shear Strength Model of Reinforced Concrete Beams without Stirrup Used in the CIS Countries, Journal of Structural Integrity and Maintenance, Vol. 4, No. 1, pp. 15-25

JKCIJournal of
the Korea Concrete Institute

Journal of the Korea Concrete Institute

ISO Journal TitleJ Korea Concr Inst.

Journal Search

Journal XML

References

JKCIJournal ofthe Korea Concrete Institute