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Bulletin of Earthquake Engineering

, Volume 17, Issue 9, pp 5291–5312 | Cite as

Influence of diagonal stiffeners on the response of steel plate shear walls (SPSWs) considering crack propagation

  • Alireza KhalooEmail author
  • Maryam Foroutani
  • Ali Ghamari
Original Research
  • 43 Downloads

Abstract

Steel plate shear walls (SPSWs) have shown a desirable performance in experimental studies and past earthquakes. The advantages of the SPSW and its good performance against lateral loads persuade designers to utilize the system in their practical projects. Some important aspects of the SPSW have remained unknown in spite of valuable experimental and numerical studies. One of these unknown characteristics is the effect of cracks on the SPSW behavior. Several experimental studies have reported fracture in SPSW due to crack propagation during testing, but the experimental studies have not investigated the crack effect. Due to low thickness of steel plate and inherence of crack, the crack propagation in SPSW with stiffeners cannot be ignored. In this paper, behavior of SPSWs strengthened with diagonal stiffeners considering crack propagation is studied using finite element modeling. Numerical results revealed that stiffened walls exhibit better behavior in presence of crack compared to SPSW in both elastic and inelastic zones. It is also concluded that thicker stiffeners enhance the seismic parameters of SPSW (stiffness, energy absorption and capacity). The effect of crack was also presented as mathematical equations to estimate load–displacement curve. The equations proposed are in agreement with the finite element results.

Keywords

Stiffened steel plate shear wall Diagonal stiffener Crack propagation Stiffness Strength Energy absorption 

Notes

References

  1. Alavi E, Nateghi F (2013) Experimental study on diagonally stiffened steel plate shear walls with central perforation. J Constr Steel Res 89:9–20Google Scholar
  2. Alinia MM, Dastfan M (2006) Behaviour of thin steel plate shear walls regarding frame members. J Constr Steel Res 62:730–738Google Scholar
  3. Alinia MM, Hoseinzadeh SA, Habashi HR (2007) Influence of central cracks on buckling and post buckling behavior of shear panels. Thin Wall Struct 45:422–431Google Scholar
  4. Alinia MM, Hoseinzadeh SA, Habashi HR (2008) Buckling and post-buckling strength of shear panels degraded by near border cracks. J Constr Steel Res 64:1483–1494Google Scholar
  5. ASCE, SEI/ASCE 7-16 (2017) Minimum design loads for buildings and other structures. American Society of Civil Engineers, RestonGoogle Scholar
  6. Astaneh-Asl A (2000) Seismic behavior and design of steel plate shear walls. Steel tips report: Structural Steel Educational Council (CA)Google Scholar
  7. Belytschko T, Black T (1999) Elastic crack growth in finite elements with minimal remeshing. Int J Numer Methods Eng 45(5):601–620Google Scholar
  8. Belytschko T, Chen H, Xu J (2003) Dynamic crack propagation based on loss of hyperbolicity and a new discontinuous enrichment. Int J Numer Methods Eng 58(12):1873–1905Google Scholar
  9. Bert CW, Devarakonda KK (2003) Buckling of rectangular plates subjected to nonlinearly distributed in-plane loading. J Solids Struct 40:4097–4106Google Scholar
  10. Bouvard JL, Chaboche JL, Feyel F (2009) A cohesive zone model for fatigue and creep–fatigue crack growth in single crystal super alloys. Int J Fatigue 31(5):868–879Google Scholar
  11. Brighenti R (2005) Buckling of cracked thin-plates under tension and compression. Thin Wall Struct 43:209–224Google Scholar
  12. Broujerdian V, Ghamari A, Ghadami A (2016) An investigation into crack and its growth on the seismic behavior of steel shear walls. Thin Wall Struct 101:205–212Google Scholar
  13. Campilho R, Banea MD, Chaves F (2011) Extended finite element method for fracture characterization of adhesive joints in pure mode I. Comput Master Sci 50(4):1543–1549Google Scholar
  14. Fawaz SA (1998) Application of the virtual crack closure technique to calculate stress intensity factors for through cracks with an elliptical crack front. Eng Fract Mech 59(3):327–342Google Scholar
  15. Friedl N, Rammerstorfer FG, Fischer FD (2000) Buckling of stretched strips. Comput Struct 78:185–190Google Scholar
  16. Giner E, Sukumar N, Tarancón JE (2009) An Abaqus implementation of the extended finite element method. Eng Fract Mech 76(3):347–368Google Scholar
  17. Guendel M, Hoffmeister B, Feldmann M (2011) Experimental and numerical investigations on steel shear walls for seismic retrofitting. In: Proceedings of the 8th international conference on structural dynamics, EURODYNGoogle Scholar
  18. Guz AN, Dyshel M (2001) Fracture and buckling of thin panels with edge crack in tension. Theor Appl Fract Mech 36:57–60Google Scholar
  19. Hatami F, Ghamari A, Rahai A (2012) Investigating the properties of steel shear walls reinforced with carbon fiber polymers (CFRP). J Constr Steel Res 70(6):36–42Google Scholar
  20. Hibbitt MA (2012) Karlsson and Sorensen. ABAQUS user’s manualGoogle Scholar
  21. Hosseinzadeh L, Emami F, Mofid M (2017a) Experimental investigation on the behavior of corrugated steel shear wall subjected to the different angle of trapezoidal plate. Struct Des Tall Spec Build.  https://doi.org/10.1002/tal.1390 Google Scholar
  22. Hosseinzadeh L, Emami F, Mofid M (2017b) Elastic interactive buckling strength of corrugated steel shear wall under pure shear force. Struct Des Tall Spec Build.  https://doi.org/10.1002/tal.1390 Google Scholar
  23. Kim J, Duarte CA (2015) A new generalized finite element method for two-scale simulations of propagating cohesive fractures in 3-D. Int J Numer Methods Eng 104:1139–1172Google Scholar
  24. Lin C, Tsai K, Lin Y, Wang K, Qu B, Bruneau M (2007) Full scale steel plate shear wall: NCREE/MCEER phase I tests. In: Proceeding of the 9th Canadian conference on earthquake engineering, Ottawa, CanadaGoogle Scholar
  25. Liu PF, Hou SJ, Chu JK (2011) Finite element analysis of postbuckling and delamination of composite laminates using virtual crack closure technique. Compos Struct 93(6):1549–1560Google Scholar
  26. Moës N, Belytschko T (2002) Extended finite element method for cohesive crack growth. Eng Fract Mech 69(7):813–833Google Scholar
  27. Moës N, Dolbow J, Belytschko T (1999) A finite element method for crack growth without remeshing. Int J Numer Methods Eng 46(1):131–150Google Scholar
  28. Paik J, Satish Y, Lee J (2005) Ultimate strength of cracked plate elements under axial compression or tension. Thin Wall Struct 43:237–272Google Scholar
  29. Pereira JPA, Kim DJ, Duarte CA (2012) A two-scale approach for the analysis of propagating three-dimensional fractures. Comput Mech 49:99–121Google Scholar
  30. Riks E, Rankin C, Bargon F (1992) Buckling behaviour of a central crack in a plate under tension. Eng Fract Mech 43:529–548Google Scholar
  31. Roe KL, Siegmund T (2003) An irreversible cohesive zone model for interface fatigue crack growth simulation. Eng Fract Mech 70(2):209–232Google Scholar
  32. Shariati M, Sedighi M, Saemi J, Eipakchi HR, Allahbakhsh H (2010) Experimental study on ultimate strength of CK20 steel cylindrical panels subjected to compressive axial load. Arch Civ Mech Eng 2:117–130Google Scholar
  33. Shaw D, Huang Y (1990) Buckling behaviour of a central cracked thin plate under tension. Eng Fract Mech 35(6):1019–1027Google Scholar
  34. Shayanfar M, Broujerdian V, Ghamari A (2019) Numerically and parametrically investigating the cracked steel plate shear walls (SPSWs). Iran J Sci Technol Trans Civ Eng.  https://doi.org/10.1007/s40996-019-00250-6 Google Scholar
  35. Shishkin J, Driver R, Driver G (2003) Analysis of steel plate shear walls using the modified strip model. Structural engineering report no. 261, University of AlbertaGoogle Scholar
  36. Siegmund T (2004) A numerical study of transient fatigue crack growth by use of an irreversible cohesive zone model. Int J Fatigue 26(9):929–939Google Scholar
  37. Sih G, Lee Y (1989) Tensile and compressive buckling of plates weakened by cracks. Theor Appl Fract Mech 6(2):129–138Google Scholar
  38. Sukumar N, Moës N, Moran B (2000) Extended finite element method for three-dimensional crack modeling. Int J Numer Methods Eng 48(11):1549–1570Google Scholar
  39. Sukumar N, Huang ZY, Prévost JH (2003) Partition of unity enrichment for bimaterial interface cracks. Int J Numer Methods Eng 59(8):1075–1102Google Scholar
  40. Vetr MGh, Ghamari A, Bouwkampc J (2017) Investigating the nonlinear behavior of eccentrically braced frame with vertical shear links (V-EBF). J Build Eng 10:47–59Google Scholar
  41. Wang B, Jiang H (2017) Experimental study on seismic performance of steel plate reinforced concrete tubes under cyclic loading. Struct Des Tall Spec Build 26:1345Google Scholar
  42. Yaghoubshahi M, Alinia MM, Testa G, Bonora N (2015) On the post buckling of flawed shear panels considering crack growth effect. Thin Wall Struct 97:186–198Google Scholar
  43. Yu J, Feng X, Li B, Hao J, Elamin A, Ge M (2018) Performance of steel plate shear walls with axially loaded vertical boundary elements. Thin Wall Struct 125:152–163Google Scholar

Copyright information

© Springer Nature B.V. 2019

Authors and Affiliations

  1. 1.Department of Civil EngineeringSharif University of TechnologyTehranIran
  2. 2.Department of Civil EngineeringUniversity of Science and CultureTehranIran

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