Stress Analysis of Perforated Plate Under Uniaxial Compression Using Experimental Stress Analysis and Finite Element Analysis

  • Andh Umesh Balaso
  • Sachin S. Kure
  • Sagar N. Khurd
Conference paper


The perforated plate element constitutes essential structural components in many structures, such as ship grilling, plate, box girders of bridges, hulls, dock gates, platforms of offshore structure and structures used in aerospace industries. In this work, a rectangular plate of size 200 × 200 mm as shown in Fig. 1 having a circular hole in laminar and turbulent pattern with hole dia. 17 mm has been selected. The same plate was modeled in CATIA V5 & the model of the plate is imported in ANSYS 14 for shear stress analysis. The shear stress developed in the plate under the load of 70 Kg is 0.4377 N/mm.

In Experimentation plate of advanced material, Epoxy resin was used. The pattern of the hole was changed from turbulent to laminar. The loading and boundary condition applied for were kept the same in experimentation and modeling. The minimum shear stress found to be 0.2972 N/mm2 for 4 × 4 laminar hole pattern in the epoxy plate. The comparison of maximum shear stress is decreasing as a hole pattern changes from turbulent to laminar.

To validate the maximum shear stresses of a plate consisting laminar hole structure experimental setup was developed. To conduct the experimental work, using the selected boundary condition circular polar scope is used, and the load is applied stepwise from 10 Kg to 70 Kg. In experimental analysis maximum shear stress value is formed to be 0.2850 N/mm2 for Epoxy resin plate in laminar hole pattern.


Epoxy resin Shear stress Perforated plate ANSYS 14 workbench Experimental analysis 


  1. 1.
    Patil RD, Kumar B (2015) Stress analysis of perforated tube sheet used for pressure vessel having square pitch hole pattern. Int J Innov Res Sci Eng Technol 4(1). ISSN: 2319–8753Google Scholar
  2. 2.
    Kawadkar DB, Bhope DV, Khamankar SD (2012) Evaluation of stress concentration in a plate with cutout and its experimental verification. Int J Eng Res Appl (IJERA) 2(5):566–571. ISSN: 2248–9622Google Scholar
  3. 3.
    Thorawat PJ, Marme RA (2015) Stress analysis of a perforated plate through experimental and computational methods. Int Eng Res J (IERJ) 1(6):482–487. ISSN: 2395–1621Google Scholar
  4. 4.
    Paik JK (2008) Ultimate strength of perforated steel plates under combined biaxial compression and edge shear loads. Thin-Walled Struct 46:207–213CrossRefGoogle Scholar
  5. 5.
    EI-sawy KM, Nazmy AS, Martini MI (2004) Elasto plastic buckling of perforated plates under uniaxial compression. Thin-Walled Struct 42:1083–1101CrossRefGoogle Scholar
  6. 6.
    Cheng B, wang J, li C (2013) Compression tests and numerical analysis of perforated plates containing slotted holes in steel pylons. Thin-Walled Struct 67:129–143CrossRefGoogle Scholar
  7. 7.
    Azhari M, Shahidi AR, Saadatpour MM (2005) Local and post local buckling of stepped and perforated thin plates. App Math Model 29:633–652CrossRefGoogle Scholar
  8. 8.
    Achtelik H, Gasiak G (2008) Strength tests of axially symmetric perforated plates for chemical reactors: part 2 experiments. Int J Press Vessel Pip 85:257–264CrossRefGoogle Scholar
  9. 9.
    Rezaeepazhand J, Jafari M (2008) Stress analysis of composite plates with non-circular cutout. Key Eng Mate 385–387:365–368CrossRefGoogle Scholar
  10. 10.
    Watsar SD, Bharule A (2014). Stress analysis of finite plate with special shaped cutout. Int J Sci Eng Res(IJSER) ISSN (Online): 2347–3878Google Scholar

Copyright information

© Springer Nature Switzerland AG 2020

Authors and Affiliations

  • Andh Umesh Balaso
    • 1
  • Sachin S. Kure
    • 1
  • Sagar N. Khurd
    • 1
  1. 1.SVERI’sCollege of Engineering (Polytechnic)PandharpurIndia

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