JKCI - Journal of the Korea Concrete Institute

1

AASHTO (2020) AASHTO LRFD Bridge Design Specifications. Washington, DC; American Association of State Highway and Transportation Officials (AASHTO).

2

CEN (2005) Eurocode 2: Design of Concrete Structures - Concrete Bridges - Design and Detailing Rules (BS EN 1992-2: 2005). London, UK; European Committee for Standardization (CEN), British Standards Institute (BSI).

3

Cho, S. J., Park, Y. J., Han, J. W., and Lee, G. H. (2015) Fatigue Life Prediction of the Carrier of Slewing Reducer for Tower Crane. Journal of the Korean Society of Manufacturing Process Engineers 14(3), 131-140. (In Korean)

4

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5

Francis, P. (2018) The Influence of Shear Connection Strength and Stiffness on the Resistance of Steel-Concrete Composite Sandwich Panels to Out-of-Plane. Doctoral Thesis, University of Surrey.

6

Hillerborg, A. (1985) The Theoretical Basis of a Method to Determine the Fracture Energy GF of Concrete. Materials and Structures 18, 291-296.

7

Kim, J. K., and Yang, J. M. (2021) Analysis of Bearing Strength of Post-Tensioning Anchorage Zone with Respect to Relative Bearing Area and Lateral Confinement Design. Applied Sciences 11(18), 8386.

8

Kim, J., Kwak, H. G., Kim, B. S., Kwon, Y., and Bouhjiti, E. M. (2019) Finite Element Analyses and Design of Post-Tensioned Anchorage Zone in Ultra-High-Performance Concrete Beams. Advances in Structural Engineering 22(2), 323-336.

9

Kwon, Y. S., Kim, J. K., and Kwak, H. G. (2015) Ultimate Strength of Anchorage Zone according to Geometric Parameters of Post-Tensioning Anchorage Using a Finite Element Method. Journal of the Computational Structural Engineering Institute of Korea 28(3), 317-324. (In Korean)

10

Kwon, Y., Kim, J. K., and Yang, J. M. (2018) Development of Efficient Anchorage Device and Estimation of Its Bearing Strength of Posttensioning Anchorage Zone. Journal of Structural Engineering 144(3), 1-10. (In Korean)

11

Lee, J., Woo, B., Ryou, J. S., and Kim, J. S. (2021) Performance Assessment of the Post-Tensioned Anchorage Zone Using High-Strength Concrete Considering Confinement Effect. Materials 14(7), 1748.

12

Maraveas, C., Wang, Y. C., Swailes, T., and Sotiriadis, G. (2015) An Experimental Investigation of Mechanical Properties of Structural Cast Iron at Elevated Temperatures and after Cooling Down. Fire Safety Journal 71, 340-352.

13

Marchão, C., Lúcio, V., and Ganz, H. R. (2019) Efficiency of the Confinement Reinforcement in Anchorage Zones of Posttensioning Tendons. Structural Concrete 20(3), 1182-1198.

14

MOLIT (2021) Korean Concrete Bridge Design Code (Limit State Design) (KDS 24 14 21:2021). Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT). (In Korean)

15

PTI (1998) Guide Specification_Acceptance Standards for Post- Tensioning Systems. Phoenix, AZ; Post-Tensioning Institute (PTI).

16

Wollmann, G. P., and Roberts-Wollmann, C. L. (2000) Anchorage Zone Design. Phoenix, AZ; Post-Tensioning Institute (PTI).

17

Yang, J.-M., Jung, J.-Y., and Kim, J.-K. (2021) Applicability of 2360 MPa Grade Prestressing Steel Strand: Performance of Material, Bond, And Anchorage System. Construction and Building Materials 266, 1-14.

JKCIJournal of
the Korea Concrete Institute

Journal of the Korea Concrete Institute

ISO Journal TitleJ Korea Concr Inst.

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JKCIJournal ofthe Korea Concrete Institute