Experimental Evaluation on Structural Analysis of the Shear Key between Concrete-PE Modules

doi:10.15683/kosdi.2023.9.30.545

All Issue

2023 Vol.19, Issue 3 Preview Page Next Page

Original Article

Experimental Evaluation on Structural Analysis of the Shear Key between Concrete-PE Modules 콘크리트-PE 부유체 모듈의 케이싱형 전단키 구조성능 실험평가: 김정수¹*ㆍ정연주^2,
Jeongsoo Kim¹*, Yeon-Ju Jeong²; ¹Research Specialist, Department of Structural Engineering Research, Korea Institute of Civil Engineering and Building Technology, Goyang, Republic of Korea
²Senior Research Fellow, Department of Structural Engineering Research, Korea Institute of Civil Engineering and Building Technology, Goyang, Republic of Korea

30 September 2023. pp. 545-553

PDF

Abstract

Purpose: This study proposes a casing type of shear key to connect with floating breakwater modules composed of concrete and PE(Poly Ethylene), and evaluates the structural performance of the shear key. Method: According to Eurocode, extreme load tests of shear keys with several cross-sections were conducted. Result: The maximum shear resistance of the casing type is 1.5 times than those of the plain concrete type, and the use of the casing shear key leads to ductile behaviors after its peak shear resistance than the shear key made of reinforced concrete. Conclusion: The use of the proposed casing type of shear key will contributes to improve the safety of the shear connection between modular structures.

Keywords

Concrete

Poly Ethylene

Shear Key

Floating Breakwater

Ultimate Load Test

연구목적: 본 연구는 콘크리트와 PE(Poly Ethylene)로 구성된 부유식 방파제 모듈 간 결합을 위해 케이싱형 전단키를 제안하고 구조성능을 평가하였다. 연구방법: Eurocode에 준거하여 전단키 유형별로 극한 하중 실험을 수행하였다. 연구결과: 케이싱형 전단키가 무근 콘크리트 최대 전단 저항력을 개선(무근 전단키 대비 1.5배)하는 효과를 보였으며, 철근 콘크리트 전단키 대비 최대 전단 저항력 이후의 연성거동을 증가시키는 효과를 나타냈다. 결론: 제안된 케이싱형 전단키의 활용을 통해 모듈형 구조체 간 전단 연결 안전성을 향상할 수 있을 것으로 판단된다.

키워드

콘크리트

폴리에틸렌(PE)

전단키

부유식 방파제

극한 하중 실험

References

Chung, H., Lee, B.-J. (2020). "Future and present ways to floating solar energy harvesting." Magazine of Korean Society of Coastal and Ocean Engineers, Vol. 10, No. 2, pp. 24-29. (in Korean)
EN Eurocodes (1994). Eurocode 4: Design of Composite Steel and Concrete Structures. European Commission, Brussel, Belgium.
Jeong, K.-S., Jung, I.-J., Shin, D.-K. (2020). "A study on the development of plastic floater for solar power plant on a body of wear." Journal of the Korea Academia-Industrial Cooperation Society, Vol. 21, No. 10, pp. 283-290. (in Korean)
Jung, D.H., Kim, H.J., Kim, J.H., Moon, D.S. (2004). "A preliminary experiment study for development of floater of floating breakwater." Journal of the Korean Society for Marine Environmental Engineering, Vol. 9, No. 3, pp. 141-147. (in Korean)
Kim, C.H., Kim, S.H. (2008). "An experimental study on connections friction test of improvement for coastal environment block." Proceedings of 2008 Fall Korean Concrete Institute Conference, South Korea, pp. 49-52. (in Korean)
Korea Concrete Institute (2022). Durability Design Standard of Concrete Structures. Ministry of Land, Infrastructure and Transportation, Seoul, South Korea. (in Korean)
Lee, J.-H., Jeong, Y.-J., Park, M.-S., Kim, J., Park, G. (2018). Preliminary Study on Development of Buoyant Body and Mooring System for Marine Solar Power Plant, KICT, KICT2018-146, Goyang, South Korea. (in Korean)
Park, M.-S. Jeong, Y.-J., Kim, Y.-T., Kim, J. (2022). "Hydrodynamic analysis of hybrid floating structure." Proceedings of 2022 KSCE Convention, Busan, South Korea, pp. 100-101. (in Korean)
Seo, K.-C., Nam, T.-K., Park, J.-S. (2019). "Estimation of structural safety for PolyEthylen(PE) floating platforms with API & AISC standards." Journal of the Korean Society of Marine Environment & Safety, Vol. 25, No. 2, pp. 237-243. (in Korean) 10.7837/kosomes.2019.25.2.237
Yang, I.-H., Ju, G.-H., Kim, G.-C. (2011). "Design methods of connection between concrete modules." Proceeding of the Korean Institute of Navigation and Port Research Conference, Busan, South Korea, pp. 195-197. (in Korean) 10.5394/KINPR.2012.36.3.197
Yang, I.-H., Kim, K.-C. (2013). "Strength estimation of joints in floating concrete structures subjected to shear." Journal of Navigation and Port Research, Vol. 37, No. 2, pp. 155-163. (in Korean) 10.5394/KINPR.2013.37.2.155

Information

Publisher :The Korean Society of Disaster Information
Publisher(Ko) :한국재난정보학회
Journal Title :Journal of the Society of Disaster Information
Journal Title(Ko) :한국재난정보학회논문집
Volume : 19
No :3
Pages :545-553
DOI :https://doi.org/10.15683/kosdi.2023.9.30.545

[1] Chung, H., Lee, B.-J. (2020). "Future and present ways to floating solar energy harvesting." Magazine of Korean Society of Coastal and Ocean Engineers, Vol. 10, No. 2, pp. 24-29. (in Korean)

[2] EN Eurocodes (1994). Eurocode 4: Design of Composite Steel and Concrete Structures. European Commission, Brussel, Belgium.

[3] Jeong, K.-S., Jung, I.-J., Shin, D.-K. (2020). "A study on the development of plastic floater for solar power plant on a body of wear." Journal of the Korea Academia-Industrial Cooperation Society, Vol. 21, No. 10, pp. 283-290. (in Korean)

[4] Jung, D.H., Kim, H.J., Kim, J.H., Moon, D.S. (2004). "A preliminary experiment study for development of floater of floating breakwater." Journal of the Korean Society for Marine Environmental Engineering, Vol. 9, No. 3, pp. 141-147. (in Korean)

[5] Kim, C.H., Kim, S.H. (2008). "An experimental study on connections friction test of improvement for coastal environment block." Proceedings of 2008 Fall Korean Concrete Institute Conference, South Korea, pp. 49-52. (in Korean)

[6] Korea Concrete Institute (2022). Durability Design Standard of Concrete Structures. Ministry of Land, Infrastructure and Transportation, Seoul, South Korea. (in Korean)

[7] Lee, J.-H., Jeong, Y.-J., Park, M.-S., Kim, J., Park, G. (2018). Preliminary Study on Development of Buoyant Body and Mooring System for Marine Solar Power Plant, KICT, KICT2018-146, Goyang, South Korea. (in Korean)

[8] Park, M.-S. Jeong, Y.-J., Kim, Y.-T., Kim, J. (2022). "Hydrodynamic analysis of hybrid floating structure." Proceedings of 2022 KSCE Convention, Busan, South Korea, pp. 100-101. (in Korean)

[9] Seo, K.-C., Nam, T.-K., Park, J.-S. (2019). "Estimation of structural safety for PolyEthylen(PE) floating platforms with API & AISC standards." Journal of the Korean Society of Marine Environment & Safety, Vol. 25, No. 2, pp. 237-243. (in Korean) 10.7837/kosomes.2019.25.2.237

[10] Yang, I.-H., Ju, G.-H., Kim, G.-C. (2011). "Design methods of connection between concrete modules." Proceeding of the Korean Institute of Navigation and Port Research Conference, Busan, South Korea, pp. 195-197. (in Korean) 10.5394/KINPR.2012.36.3.197

[11] Yang, I.-H., Kim, K.-C. (2013). "Strength estimation of joints in floating concrete structures subjected to shear." Journal of Navigation and Port Research, Vol. 37, No. 2, pp. 155-163. (in Korean) 10.5394/KINPR.2013.37.2.155

Journal of the Society of Disaster Information ISSN:1976-2208(Print) 2671-5287(Online) 한국재난정보학회논문집

All Issue