Model study using Levy method
Validation using ANSYS
FEM model study
Levy’s Method and ANSYS 12 will be used
Model for known span
Analysis for loads under normal condition
All kinds of stresses are found out
To find the interfacial stresses
Load carrying capacity of layered HYPAR
Suitability as roofing system
RESORT MANAGEMENT AND RESERVATION SYSTEM PROJECT REPORT.pdf
AnalysisofHY21gtf j xd PARshellroofs.ppt
1. Presented by- Naresh Dixit P S
USN-1RV13CSE07
Under the guidance of
Dr. M V Renuka Devi
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2. Classification of structures (Flugge W)
What is a Shell?
◦ Surface enclosed by two closely spaced curved lines (Wilhelm
Flugge).
Application of shells
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3. Why HYPAR?
◦ Straight line edges
Advantages of HYPAR
◦ Appearance
◦ Economy
◦ Design simplicity
◦ Construction ease
◦ Promising future
◦ Wide range of structural units
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6. Lack of knowledge on behavior in bending.
No much research carried out for HYPAR
affordable roofs.
Wide range of application
Understand the behavior of layered shells.
Thermal comfort not taken into
consideration.
Applications in affordable roofing system.
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7. To find the interfacial stresses
Load carrying capacity of layered HYPAR
Suitability as roofing system
7
8. Model study using Levy method
Validation using ANSYS
FEM model study
Levy’s Method and ANSYS 12 will be used
Model for known span
Analysis for loads under normal condition
All kinds of stresses are found out
8
16. Finding delaminating stresses
Necessity of shear connectors
To prove advantages of HYPAR over
conventional slabs.
Develop it as a affordable roofing system for
commercial buildings.
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17. ANSYS results have been validated
Tables for roots of levy method have been
found out which reduces time.
To solve the levy equations differential
quadrature method is best one.
Shell-181 element is best type of element to
analyze membrane and bending behavior of
shells.
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18. 1. Ghosh, A., & Chakravorty, D. (2014). Prediction of Progressive Failure
Behaviour of Composite Skewed Hypar Shells Using Finite Element
Method.Journal of Structures, 2014.Banerjee, S.P. (1965), “Numerical method
of analysis of doubly curve shell structures” , the Indian concrete journal,
January 1965. pp. 14-19.
2. Beles, A.A. and Soare, M. (1976), “elliptic and hyperbolic paraboloid shells
used in constructions”, S.P. Christie and partners, London.
3. Bandopadhyay J N (1998), “Thin shell structures”, New age international
publlishers, pp 244-258.
4. Billington, D. P., & Moreyra Garlock, M. E. (2010). Structural Art and the
Example of Félix Candela. Journal of structural engineering, 136(4), 339-342.
5. Chetty, S. M. K., & Tottenham, H. (1964). An investigation into the bending
analysis of hyperbolic paraboloid shells. Indian Concrete Journal, 38(7), 248-
258.
6. Clough, R. W., & Johnson, C. P. (1968). A finite element approximation for the
analysis of thin shells. International Journal of Solids and Structures, 4(1), 43-
60.
7. Flügge, W. (1960). Stresses in shells. 1973.
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19. 7. Shaaban, A., & Ketchum, M. S. (1976). Design of hipped hypar
shells. Journal of the Structural Division, 102(11), 2151-2161.
8. Simmonds, S. H. (1989). Effect of support movement on hyperbolic
paraboloid shells. Journal of Structural Engineering, 115(1), 19-31.
9. Timoshenko, S., & Woinowsky-Krieger, S. (1959). Theory of plates
and shells(Vol. 2, p. 120). New York: McGraw-hill.
10. Ventsel, E., & Krauthammer, T. (2001). Thin plates and shells:
theory: analysis, and applications. CRC press.
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