Mobile QR Code QR CODE
Export citation EndNote

References

1 
AbouHamdah, I. S., Al-Osta, M. A., Baluch, M. H., Rahman, M. K., and Ibrahim, A. (2018) Structural Behavior of Cast-in C-Channel Anchors in Precast Concrete under Uniaxial Tension. Structural Concrete 19(4), 1157-1173. Google Search
2 
Bogdanic, A., Casucci, D., and Ozbolt, J. (2021) Numerical and Experimental Investigation of Anchor Channels Subjected to Shear Load in Composite Slabs with Profiled Steel Decking. Engineering Structures 240, 112347. DOI
3 
Cattaneo, S., Crespi, P., Bonati, A., and Scamardo, M. (2022) Tensile Behavior of Different Anchor Channel Connections. Journal of Building Engineering 45, 103438. DOI
4 
CEN (2018) EN 1992-4: Eurocode 2-Design of Concrete Structures-Part 4: Design of Fastenings for Use in Concrete. European Committee for Standardization Google Search
5 
EOTA (2013) Guideline for European Technical Approval of Metal Anchors for Use in Concrete-Annex A: Details of Tests (ETAG 001). European Organisation for Technical Assessment (EOTA) Google Search
6 
EOTA (2021) European Assessment Document for Anchor Channels (EAD 330008-04-0601). European Organisation for Technical Assessment (EOTA) Google Search
7 
Hilti (2026) Anchor Channel Systems and Applications. Available at: https://www.hilti.co.kr (Accessed 26 May 2026). URL
8 
Jeong, Y. S., Woo, T. R., and Kim, J. B. (2020) Behavior Characteristics of Cast-in Anchor Channel Anchor Shape on Non-Structural Members. Journal of the Korean Society for Advanced Composite Structures 11(3), 46-54. (In Korean) DOI
9 
KATS (2023) Carbon Steels for Cold Heading-Part 2: Wire (KS D 7033). Seoul, Korea: Korea Agency for Technology and Standards (KATS), Korea Standard Association (KSA) (In Korean) Google Search
10 
KATS (2018) Rolled Steels for Welded Structures (KS D 3515). Seoul, Korea: Korea Agency for Technology and Standards (KATS), Korea Standard Association (KSA) (In Korean) Google Search
11 
KATS (2019) Carbon Steel for Machine Structural Use (KS D 3752). Korea Agency for Technology and Standards (KATS), Korea Standard Association (KSA) (In Korean) Google Search
12 
KCI (2021) Anchor Design Code for Concrete (KDS 14 20 54). Sejong, Korea: Ministry of Land, Infrastructure and Transport (MOLIT), Korea Concrete Institute (KCI) (In Korean) Google Search
13 
KCI (2024) Design of Anchorage to Concrete and Examples, 3rd Edition (KCI-M-24-018). Seoul, Korea: Kimoondang Publishing Company, Korea Concrete Institute (KCI) (In Korean) Google Search
14 
Konertz, D., Kocur, G. K., Hausler, F., and Mark, P. (2021) Longitudinal Shear Transmission of Anchor Channels into Concrete-An Experimental Approach. Structural Concrete 22(2), 1072-1084. DOI
15 
Mahrenholtz, C., Mahrenholtz, P., and Sharma, A. (2019) Tension and Shear Performance of Anchor Channels with Channel Bolts Cast in Fibre Reinforced Concrete (FRC). IOP Conference Series: Materials Science and Engineering 615, 012089. DOI
16 
Petrasch, M. C., and Hofmann, J. (2023) Strengthening of Anchor Channels on the Concrete Surface. ce/papers 6(1), 494-502. DOI
17 
Sharma, A., and Eligehausen, R. (2025) A New Design Model for Anchorages with Flexible Elastic Base Plate for Concrete Breakout Failure under Tension Loads. Structural Concrete 26(4), 4365-4388. DOI
18 
Yoon, M. H., and Ryu, C. H. (2011) An Analytical Study on Primary Anchor Unit for ALC Panel Curtain-Wall. Journal of the Korean Society for Advanced Composite Structures 2(1), 8-14. Google Search
19 
Zhang, H., Cai, Y., Su, M., Yuan, S., Zheng, Y., and Sun, Y. (2023) Tensile Behaviors of Stainless Steel Anchor Channel Systems Embedded in Concrete: Experimental and Numerical Analyses. Thin-Walled Structures 189, 110888. DOI