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Analysis of temperature-field and stress-field of steel plate concrete composite shear wall in early stage of construction

Autorzy
Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
To study the influence of temperature field and stress field on the cracking of the small thickness steel plate concrete composite shear wall (SPCW) in the early stage of construction. The temperature field and stress field of a 400 mm thickness SPCW was monitored and simulated through experimental research and numerical simulation. Moreover, a series of parameter analyses were carried out by using ANSYS to investigate the distribution of temperature field and stress field of SPCW. Based on the analysis results, some suggestions are put forward for controlling the cracking of SPCW in the early stage of construction. The results show that the temperature stress of 400 mm thickness SPCW in the early stage of construction is small, and there is no crack on the wall surface. For SPCW with thickness less than 800mm, the temperature stress caused by hydration heat in the early stage of construction is small, and the wall will not crack. The parameters such as wall thickness, steel plate thickness, boundary condition and stud space significantly influence the temperature field and stress field distribution of the small thickness SPCW in the early stage of construction, and reasonable maintenance measures can avoid cracking.
Rocznik
Strony
351--366
Opis fizyczny
Bibliogr. 17 poz., il., tab.
Twórcy
autor
  • Wuhan University, School of Civil Engineering, Wuhan, Hubei, China
autor
  • Wuhan University, School of Civil Engineering, Wuhan, Hubei, China
Bibliografia
  • 1. H.S. Hu, J.G. Nie, M.R. Eatherton, "Deformation capacity of concrete-filled steel plate composite shear walls", Journal of Constructional Steel Research 103:148-158, 2014.
  • 2. J.J. Wang, M.X. Tao, J.S. Fan, X. Nie, "Seismic Behavior of Steel Plate Reinforced Concrete Composite Shear Walls under Tension-Bending-Shear Combined Cyclic Load", Journal of Structural Engineering 144: 2018.
  • 3. S. Epackachi, A.S. Whittaker, A. Aref, "Seismic analysis and design of steel-plate concrete composite shear wall piers", Engineering structure 133: 105-123, 2017.
  • 4. K.J. Lee, K.M. Hwang, K.W. Hahm, S.T. Yi, "Shear strength of joints between reinforced concrete slabs and steel-plate-concrete walls", Proceedings of the Institution of Civil Engineers-Structures and Buildings 171: 739-754, 2018.
  • 5. N.H. Nguyen, A.S. Whittaker, "Numerical modelling of steel-plate concrete composite shear walls", Engineering structure 150: 1-11, 2017.
  • 6. W. Wang, Y. Wang, Z. Lu, "Experimental study on seismic behavior of steel plate reinforced concrete composite shear wall", Engineering structure 160: 281-292, 2018.
  • 7. D.Y. Yoo, J.J. Park, S.W. Kim, Y.S. Yoon, "Influence of reinforcing bar type on autogenous shrinkage stress and bond behavior of ultra high performance fiber reinforced concrete", Cement & Concrete Composites 48: 150-161, 2014.
  • 8. X.J. Gao, G.B. Qu, A.L. Zhang, "Influences of reinforcement on differential drying shrinkage of concrete", Journal of Wuhan University of Technology-Materials Science Edition 27: 576-580, 2012.
  • 9. L. Zeng, "Research on early-age crack control of steel plate concrete composite shear wall", Chongqing University, Master's thesis, China, 2013.
  • 10. L.P. Huang, J.M. Hua, M. Kang, Q.M. Luo, F.B. Zhou, "Influence of Steel Plates and Studs on Shrinkage Behavior and Cracking Potential of High-Performance Concrete", Materials 12: 2019.
  • 11. L.P. Huang, J.M. Hua, M. Kang, A.L. Zhang, "Influence of reinforcement configuration on the shrinkage and cracking potential of high-performance concrete", Construction and Building Materials 140: 20-30, 2017.
  • 12. X.J. Wang, P.P. Cai, X.B. Zhang, W, Lu, "Experimental study on early temperature field of large thickness composite shear wall", Sichuan Building Science 44: 57-62, 2018.
  • 13. X.X. Gu, "Research on early-age cracks of high-strength mass concrete in steel plate-concrete composite shear wall", Tianjin University, Master's thesis, China, 2015.
  • 14. G. Bertagnoli, G. Mancini, F. Tondolo, "Numerical modelling of early-age concrete hardening", Magazine of Concrete Research 61: 299-307, 2009.
  • 15. X.Y. Wang, H.K. Cho, H.S. Lee, "Prediction of temperature distribution in concrete incorporating fly ash or slag using a hydration model", Composites Part B-Engineering 42: 27-40, 2011.
  • 16. B.J. Sun, X.R. Wang, Z.Y. Wang, Y.H. Gao, "Transient temperature calculation method for deep-water cementing based on hydration kinetics model", Applied Thermal Engineering 129: 1426-1434, 2018.
  • 17. S. Swaddiwudhipong, D. Chen, M.H. Zhang, "Simulation of the exothermic hydration process of Portland cement", Advances in Cement Research 14: 61-69, 2002.
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2021).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-a877e46e-6dc2-4dc2-9315-134bada59e63
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