Advances in concrete construction

Techno-Press (테크노프레스)
권호 표지
DOI QR코드

DOI QR Code

Mechanical behavior test and analysis of HEH sandwich external wall panel

  • Wu, Xiangguo (School of Civil Engineering, Fuzhou University) ;
  • Zhang, Xuesen (CGN New Holdings Co., Ltd) ;
  • Tao, Xiaokun (Hebei Construction Material Vocational and Technical College) ;
  • Yang, Ming (Hebei Construction Material Vocational and Technical College) ;
  • Yu, Qun (School of Architecture Engineering, Harbin Engineering University) ;
  • Qiu, Faqiang (JianYan Test Group Co., Ltd)
  • Received : 2019.11.03
  • Accepted : 2022.02.10
  • Published : 2022.02.25
⟨ Previous Next ⟩

Abstract

Prefabricated exterior wall panel is the main non-load-bearing component of assembly building, which affects the comprehensive performance of thermal insulation and durability of the building. It is of great significance to develop new prefabricated exterior wall panel with durable and lightweight characteristics for the development of energy-saving and assembly building. In the prefabricated sandwich insulation hanging wall panel, the selection of material for the outer layer and the arrangement of the connector of the inner and outer wall layers affect the mechanical performance and durability of the wall panels. In this paper, high performance cement-based composites (HPFRC) are used in the outer layer of the new type wall panel. FRP bars are used as the interface connector. Through experiments and analysis, the influence of the arrangement of connectors on the mechanical behaviors of thin-walled composite wall panel and the panel with window openings under two working conditions are investigated. The failure modes and the role of connectors of thin-walled composite wallboard are analyzed. The influence of the thickness of the wall layer and their combination on the strain growth of the control section, the initial crack resistance, the ultimate bearing capacity and the deformation of the wall panels are analyzed. The research work provides a technical reference for the engineering design of the light-weight thin-walled and durable composite sandwich wall panel.

Keywords

Acknowledgement

The authors would like to thank the NSFC(52178195), the Xiamen Construction Science and Technology plan project (XJK2020-1-9), the Key R&D plan of Hebei Province: high tech common key technology tackling and application demonstration special projects (18214903D), Heilongjiang science and technology achievements transformation guidance fund project (HEI Finance (Education) [2012] 825) for supporting the authors' work described herein.

References

  1. Award, S.H. and Ahmed, B.S. (1997), "Material cost minimization of concrete wall forms", Build. Envir., 32(3), 55-57. https://doi.org/10.1016/S0360-1323(96)00037-6.
  2. Babanajad, S.K., Farnam, Y. and Shekarchi, M. (2012), "Failure criteria and triaxial behaviour of HPFRC containing high reactivity metakaolin and silica fume", Constr. Build. Mater., 29, 215-229. https://doi.org/10.1016/j.conbuildmat.2011.08.094.
  3. Chen, L. and Graybeal, B.A. (2011), "Modeling structural performance of second-generation ultra high-performance concrete pi-girders", J. Bridge Eng., 17(4), 634-643. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000301
  4. Chen, X. and Zhou, D.Y. (2009), "Comparison of five constitutive models in finite element of concrete filled steel tube", Eng. Mech., 26(6), 116-121. https://doi.org/10.1109/CLEOEEQEC.2009.5194697.
  5. Choi, S.H., Hwang, J.H., Lee, D.H., Kim, K.S., Zhang, D.C. and Kim, J.R. (2018), "Experimental study on RC frame structures strengthened by externally-anchored PC wall panels", Comput. Concrete, 22(4), 383-393. https://doi.org/10.12989/cac.2018.22.4.383.
  6. Design code (DBJT03-22-2005) (2008), 05 Series architectural standard design atlas sandwich insulation of exterior wall, China Architecture and Building Press, Beijing, China.
  7. Design code (GB 50001-2001) (2001), Load code for the design of building structures, China Architecture and Building Press, Beijing, China.
  8. Design code (GB50010-2010) (2010), Code for design of concrete structures, China Architecture and Building Press, Beijing, China.
  9. Ganesan, N., Indira, P.V. and Himasree, P.R. (2018), "Strength and behaviour of bamboo reinforced concrete wall panels under two way in-plane action", Adv. Concrete Constr., 6(1), 1-13. https://doi.org/10.12989/acc.2018.6.1.001.
  10. Ganesan, N., Indira, P.V. and Irshad, P. (2017), "RCC frames with ferrocement and fiber reinforced concrete infill panels under reverse cyclic loading", Adv. Concrete Constr., 5(3), 257-270. https://doi.org/10.12989/acc.2017.5.3.257.
  11. Graybeal, B.A. (2006), "Structural behavior of ultra-high performance concrete prestressed I-girders", Federal Highway Administration Office of Infrastructure Research and Development, USA.
  12. Han, X.L., Zou, X.W. and Jing, J. (2002), "Fibre Reinforced Plastics (FRP) Used in Concrete Structures: Properties and development", J. South China Univ. Tech., 30(2), 69-72. https://doi.org/10.3321/j.issn:1000-565X.2002.02.018.
  13. Kim, S.H., Jeong, S.Y. and Kang, T.H.K. (2019), "Design of small impact test device for concrete panels subject to high speed collision", Adv. Concrete Constr., 7(1), 023-30. https://doi.org/10.12989/acc.2019.7.1.023.
  14. Liang, Y., Xie, Y.L. and Liu, B.J. (2007), "The laboratory study of EPS deformation property", Central South Highway Eng., 32(3), 76-78. https://doi.org/10.3969/j.issn.1674-0610.2007.03.018.
  15. Lin, H. and Qu, N. (2003), "Residential building energy consumption and building envelop", Optimum Human Settlements and Envinronment Seminar, Hangzhou.
  16. Prabhat, R.P., Mohit, V., Murthy, A.R., Rajasankar, J. and Bharatkumar, B.H. (2017), "Numerical and theoretical modelling of low velocity impact on UHPC panels", Struct. Eng. Mech., 63(2), 207-215. https://doi.org/10.12989/sem.2017.63.2.207.
  17. Simulia (2002), ABAQUS Theory Manual, Version 6.4, Hibbit, Karlsson and Sorensen, Pawtucket, RI, USA.
  18. Tsinghua University Building Energy Conservation Research Center (2018), Annual Development Report on Chinese Building Energy Conservation 2018, China Architecture and Building Press, Beijing, China.
  19. Wu, X.G., Zhao, X.Y. and Han, S.M. (2012), "Structural analysis of circular UHPCC form for hybrid pier under construction loads", Steel Compos. Struct., 12(2), 167-181. https://doi.org/10.12989/scs.2012.12.2.167.
  20. Zhongkun, Z.H.A.N.G., Zongze, Y., Zhengkang, C. and Lingyan, K. (1998), "Mechanical properties of EPS and finite element analysis of its block bearing test", Chinese J. Geotech. Eng. Chinese Edition, 20(3), 106-108.
  21. Zhuang, Z. (2005), ABAQUS Nonlinear Finite Element Analysis and Examples, Science Press, Beijing, China.