JKCI - Journal of the Korea Concrete Institute

Abaqus (2016) Abaqus Analysis User’s Guide. RI, USA: DS SIMULIA Corp.

Abrams, D. A. (1913) Tests of Bond Between Concrete and Steel, Engineering Experiment Station. Ph.D. Thesis. University of Illinois at Urbana Champaign.

3

ACI Committee 318 (2011) Building Code Requirements for Reinforced Concrete (ACI 318-11) and Commentary (ACI 318R-11). Farmington Hills, MI: American Concrete Institute (ACI).

4

ACI Committee 318 (2019) Building Code Requirements for Reinforced Concrete (ACI 318-19) and Commentary (ACI 318R-19). Farmington Hills, MI: American Concrete Institute (ACI).

5

Aghdamy, S., Thambiratnam, D. P., Dhanasekar, M., and Saiedi, S. (2017) Effects of Load-Related Parameters on the Response of Concrete-Filled Double-Skin Steel Tube Columns Subjected to Lateral Impact. Journal of Constructional Steel Research 138, 642-662.

6

Baltay, P., and Gjelsvik, A. (1990) Coefficient of Friction for Steel on Concrete at High Normal Stress. Journal of Materials in Civil Engineering 2(1), 46-49.

7

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

8

Eom, T. S., Park, E. J., and Lee, S. J. (2019) Shear Behavior of Reinforced Concrete Structural Walls Subjected to Eccentric Axial Compression. Journal of the Korean Concrete Institute 31(1), 11-20. (In Korean)

9

Fuchs, W., Eligehausen, R., and Breen, J. E. (1995) Concrete Capacity Design (CCD) Approach for Fastening to Concrete. Structural Journal 92, 73-94.

10

Hitaka, T., Matsui, C., and Sakai, J. (2007) Cyclic Tests on Steel and Concrete-Filled Tube Frames with Slit Walls. Earthquake Engineering and Structural Dynamics 36, 707-727.

11

Joint ACI-ASCE Committee 326 (1962) Shear and Diagonal Tension. ACI Journal 59(1) 1-30.

12

KECRI (2021) Development of Seismic Performance Evaluation for the Anchor Bolts of Highway Bridge Bearings. Korea: Korea Expressway Corporation Research Institute (KECRI). No. 2021-54-534.9607. (In Korean)

13

Lee, J. H., Choi, B., Kim, J. B., Lee, K. J., and Jung, C. Y. (2018) Shear Capacity of Cast-in Headed Anchors in Steel Fiber- Reinforced Concrete. Engineering Structures 171, 421-432.

14

Lee, N. H., Park, K. R., and Suh, Y. P. (2010) Shear Behavior of Headed Anchors with Large Diameters and Deep Embedments. Structural Journal 107, 146-156.

15

Lee, N. H., Park, K. R., and Suh, Y. P. (2011) Shear Behavior of Headed Anchors with Large Diameters and Deep Embedments in Concrete. Nuclear Engineering and Design 241, 608-616.

16

Li, X., Wu, Z., Zheng, J., and Dong, W. (2015) Effect of Loading Rate on the Bond Behavior of Plain Round Bars in Concrete under Lateral Pressure. Construction and Building Materials 94, 826-836.

17

Liu, X., Bradford, M. A., Chen, Q. J., and Ban, H. (2016) Finite Element Modelling of Steel-Concrete Composite Beams with High-Strength Friction-Grip Bolt Shear Connectors. Finite Elements in Analysis and Design 108, 54-65.

18

MacGregor, J. G., and Hanson, J. M. (1969) Proposed Changes in Shear Provisions for Reinforced and Prestressed Concrete Beams. Journal Proceedings 66(4), 276-288.

19

Mander, J. B., Priestley, M. J. N., and Park, R. (1988) Theoretical Stress-Strain Model for Confined Concrete. Journal of Structural Engineering 114, 1804-1826.

20

MOLIT (2021a) Anchor Design Code for Concrete (KDS 14 20 54). Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT). (In Korean)

21

MOLIT (2021b) Bridge Seismic Design Standard (KDS 24 17 11). Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT). (In Korean)

22

Ou, Y. C., and Kurniawan, D. P. (2015) Effect of Axial Compression on Shear Behavior of High-Strength Reinforced Concrete Columns. Structural Journal 112(2), 209-220.

23

Pavlović, M., Marković, Z., Veljković, M., Bucrossed, D., and Signevac, D. (2013) Bolted Shear Connectors vs. Headed Studs Behaviour in Push-Out Tests. Journal of Constructional Steel Research 88, 134-149.

24

Wu, Z., Zhang, X., Zheng, J., Hu, Y., and Li, Q. (2014) Bond Behavior of Plain Round Bars Embedded in Concrete Subjected to Biaxial Lateral Tensile-Compressive Stresses. Journal of Structural Engineering 140, 04013089.

25

Zhang, X., Dong, W., Zheng. J, J., Wu, Z. M., Hu, Y., and Li, Q. B. (2014) Bond Behavior of Plain Round Bars Embedded in Concrete Subjected to Lateral Tension. Construction and Building Materials 54, 17-26.

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