Home            Contact us            FAQs
    
      Journal Home      |      Aim & Scope     |     Author(s) Information      |      Editorial Board      |      MSP Download Statistics

     Research Journal of Applied Sciences, Engineering and Technology


Investigation and Simulation into the Effect of Shear, Concentrated and Distributed Loads on Solid Beam and Sandwich Beams with Different Core Material

1Mohamed A.M. Shehata, 1Ahmed S.A. Abou-Taleb and 2Ahmed Nassef
1Mechanical Engineering Department, Faculty of Engineering, Fayoum University,
2Production Engineering and Mechanical Design Department, Faculty of Engineering, Port-Said University, Egypt
Research Journal of Applied Sciences, Engineering and Technology  2019  3:112-128
http://dx.doi.org/10.19026/rjaset.16.6007  |  © The Author(s) 2019
Received: January 27, 2019  |  Accepted: March 14, 2019  |  Published: May 15, 2019

Abstract

Mechanical behaviors comparison of sandwich beams with diversified core material among epoxy, polyamide and wood, as well as, a solid steel beam was executed under a shear force, a concentrated load and a distributed load, with the attention that, the last two load types producing combined shear and bending stresses. Another mechanical behavior was considered where the static deflections from the specimens, especially the sandwich ones, have two contributor values provided from both bending and shear rigidities. A theoretical analysis and a numerical simulation were utilized for validation and comprehension purposes of the output results and conclusions. With taking into consideration, the comparison parameters that must be constant were the core thickness 10 mm, face thickness 3 mm, total thickness 16 mm, length 300 mm, width 20 mm and steel for faces material. The results conclude that employment of sandwich beam over a solid one with the same dimensions and vice versa, lead to a significant fluctuation in the object's mechanical behavior and weight, where the targeted result is high rigidity to weight ratio which provided by the sandwich beam. In other words, the specimen's flexural rigidity has a significant impact on its un-similar stresses' categories of shear stress, bending stress and these two stresses combined, as well as, its static deflection.

Keywords:

Concentrated load, distributed load, flexural rigidity, sandwich beam, shear force, static deflection,


References

  1. Abrate, S. and M. di Sciuva, 2017. Equivalent single layer theories for composite and sandwich structures: A review. Composite Struct., 179: 482-494.https://doi.org/10.1016/j.compstruct.2017.07.090
    CrossRef    
  2. Carrera, E., 2003. Historical review of Zig-Zag theories for multilayered plates and shells. Appl. Mech. Rev., 56(3): 287-308.https://doi.org/10.1115/1.1557614
    CrossRef    
  3. Dai, G.M. and W.H. Zhang, 2008. Size effect of basic cell in static analysis of sandwich beams. Int. J. Solids Struct., 45(9): 2512-2533.https://doi.org/10.1016/j.ijsolstr.2007.12.007
    CrossRef    
  4. Hayes, A.M., A.J. Wang, B.M. Dempsey and D.L. McDowell, 2004. Mechanics of linear cellular alloys. Mech. Mater., 36(8): 691-713.https://doi.org/10.1016/j.mechmat.2003.06.001
    CrossRef    
  5. Jing, L., X. Su, D. Chen, F. Yang and L. Zhao, 2019. Experimental and numerical study of sandwich beams with layered-gradient foam cores under low-velocity impact. Thin-Walled Struct., 135: 227-244.
    CrossRef    
  6. Khurmi, R.S. and J.K. Gupta, 2005. Machine Design. 14th Edn., Eurasia Publishing House Ltd., Ram Nagar, New Delhi.
  7. Kim, J. and S.R. Sawnson, 2001. Design of sandwich structures for concentrated load. Compos. Struct., 52(3-4): 365-373.https://doi.org/10.1016/S0263-8223(01)00027-7
    CrossRef    
  8. Magnucka-Blandzi, E., 2011a. Dynamic stability and static stress state of a sandwich beam with a metal foam core using three modified Timoshenko hypotheses. Mech. Adv. Mater. Struct., 18(2): 147-158.
    CrossRef    
  9. Magnucka-Blandzi, E., 2011b. Mathematical modelling of a rectangular sandwich plate with a metal foam core. J. Theore. Appl. Mech., 49(2): 439-455.
  10. Manalo, A.C., T. Aravinthan and W. Karunasena, 2013. Shear behaviour of glued structural fibre composite sandwich beams. Constr. Build. Mater., 47: 1317-1327.
    CrossRef    
  11. Noor, A.K., W.S. Burton and C.W. Bert, 1996. Computational models for sandwich panels and shells. Appl. Mech. Rev., 49(3): 155-199.
    CrossRef    
  12. Reddy, J.N., 2010. Nonlocal nonlinear formulations for bending of classical and shear deformation theories of beams and plates. Int. J. Eng. Sci., 48(11): 1507-1518.
    CrossRef    
  13. Reissner, E., 1944. On the theory of elastic plates. J. Math. Phys., 23: 184-191.https://doi.org/10.1002/sapm1944231184
    CrossRef    
  14. Romano?, J. and P. Varsta, 2006. Bending response of web-core sandwich beams. Compos. Struct., 73(04): 478-487.https://doi.org/10.1016/j.compstruct.2005.02.018
    CrossRef    
  15. Sayyad, A.S. and Y.M. Ghugal, 2017. Bending, buckling and free vibration of laminated composite and sandwich beams: A critical review of literature. Compos. Struct., 171: 486-504.
    CrossRef    
  16. Shehata, M.A.M., A.S.A. Abou-Taleb and A. Nassef, 2019. Investigation and simulation of mechanics of solid beam versus sandwich beams with different core material. Res. J. Appl. Sci. Eng. Technol., accepted for publication.
  17. Steeves, C.A. and N.A. Fleck, 2004. Collapse mechanisms of sandwich beams with composite faces and a foam core, loaded in three-point bending. Part I: analytical models and minimum weight design. Int. J. Mech. Sci., 46(4): 561-583.
    CrossRef    
  18. Wang, C.M., J.N. Reddy and K.H. Lee, 2000. Shear Deformable Beams and Plates. 1st Edn., Elsevier Science Ltd., Amsterdam, Lausanne, New York, Shannon, Singapore, Tokyo.

Competing interests

The authors have no competing interests.

Open Access Policy

This article is distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license, and indicate if changes were made.

Copyright

The authors have no competing interests.

ISSN (Online):  2040-7467
ISSN (Print):   2040-7459
Submit Manuscript
   Information
   Sales & Services
Home   |  Contact us   |  About us   |  Privacy Policy
Copyright © 2024. MAXWELL Scientific Publication Corp., All rights reserved