1.Toutlemonde, F., Renaud, J.-C., Lauvin, L., Behloul, M., Simon, A., and Vildare, S., “Testing and analysing innovative design of UHPFRC anchor blocks for post-tensioning tendons”, 6th International Conference on Fracture Mechanics of Concrete and Concrete Structures (FRAMCOS-6), Catania, Italy, pp. 17-22.

2.Kim, J. S. and Choi, Y. S., “Stress Analysis of PS Anchorage Zone Using Ultra High Performance Concrete”, Journal of the Korean Society of Civil Engineers, Vol. 33, No. 4, July 2013, pp. 1349-1360 (in Korean).

3.Kim, J.-K., Kwon, Y., and Kwak, H.-K., “Anchorage Zone Behavior in the Slab with Flat Anchorage”, Journal of Korea Society of Hazard Mitigation, Vol. 14, No. 1, Feb 2014, pp. 67-76 (in Korean).

4.Korea Concrete Institute, Construction Specification and Commentary of Concrete Structures, Korea Concrete Institue, 2009, p. 762 (in Korean).

5.EOTA, Guideline for European Technical Approval of Post-Tensioning Kits for Prestressing of Structures (ETAG 013), European Organisation for Technical Approvals, Belgium, 2002, p. 136.

6.Joint ACI-ASCE Committee 423, Specification for Unbonded Single-Strand Tendons (ACI 423.6-01) and Commentary (ACI 423.6R-01), American Concrete Institute, USA, 2001, p. 29.

7.Dassault Systems, ABAQUS/Standard 6.10 User’s Manual, Dassault Systems, 2010.

8.Korean Agency for Technology and Standards, Spheroidal Graphite Iron Castings KS D 4302: 2011, Korean Standards Association, 2011, p. 16 (in Korean).

9.Architectural Institute of Korea, Korean Building Code and Commentary 2009, Kimundang, 2009, p. 1039 (in Korean).

10.Joint ACI-ASCE Committee 423, Recommendations for Concrete Members Prestressed with Unbonded Tendons (ACI 423.3R-05), American Concrete Institute, USA, 2005, p. 21.

11.Korea Concrete Institute, Manual of Concrete Practice: Post- Tensioned Building Systems, Kimundang, 2013, p. 131 (in Korean).