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Tytuł artykułu

Large deflection anaIysis of cantilever beams with an opening

Wybrane pełne teksty z tego czasopisma
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Numerical solutions have been obtained for analyzing the elastic dellection and stresses of a cantilever beam with a variable cross-sectional area. The variable cross-section was due to a circular, an elliptical and a square openinglhole/slot having the same cross- sectional area placed at different positions of the beam's span. An extensive numerical simulation was carried out using both the smali and large dellection theories to calculate the stresses and the deflections of the same beam. A computer code in "C" has been developed using the Runge-Kutta technique for the purpose of simulation. The position of the opening over the beam's span is found to have significant effect on the beam's response under a tip load. Results show the linear theory fails to account for the change in curvature at high intensity loadings and underestimates the dellections. If same amount of material is removed considering different cross-sectional area (square, circle and ellipse), it is found that the maximum dellection is developed for the circular holes and the square slots. while the circular holes cause to develop the maximum stress. The discrepancy between the linear and nonlinear solutions is the maximum if the hollow section is near the fixed end. Among the three types of openings, the elliptic slots develop the minimum stress and tip dellections.
Rocznik
Strony
169--181
Opis fizyczny
Bibliogr. 11 poz., rys., wykr.
Twórcy
autor
autor
  • Department of Mechanical Engineering Bangladesh University of Engineering Technology (BUET) Dhaka 1000, BANGLADESH, ashiq@me.buet.ac.bd
Bibliografia
  • Bisshop K.E. and Drucker D.C. (1945): Mathematics and fly fishing. - Quarter of Applied Math, vol.3, pp.272-275.
  • Bratus A.S. and Posvyanskii V.P. (2000): The optimum shape of a bending beam. - Journal of Applied Mathematics and Mechanics, vol.64, No.6, pp.993-1004.
  • Bunce J.W. and Brown E.H. (1976): Non-linear bending of thin, ideally elastic rods. - International Journal of Mechanical Sciences, vol.18, No.9-10, pp.435-441.
  • Karabalis D.L. and Beskos D.E. (1983): Static, dynamic and stability analysis of structures composed of tapered beams. - Computers and Structures, vol.16, No.6, pp.731-748.
  • Lee K. (2002): Large deflection of cantilever beams of non-linear elastic material under a combined loading. - International Journal of Non-linear Mechanics, vol.37, No.3, pp.439-443.
  • Lewis G. and Monasa F. (1981): Large deflection of cantilever beams of nonlinear materials. - Computers and Structures, vol.14, No.5-6, pp.357-360.
  • Lewis G. and Monasa F. (1982): Large deflections of cantilever beams of non-linear materials of the Ludwick type subjected to an end moment. - International Journal of Non-linear Mechanics, vol.17, No.1, pp.1-6.
  • Matulewicz Z. and Szymczak C. (1985): The optimum design of thin-walled I beams undergoing torsion. - Thin-walled Structures, vol.3, No.2, pp.135-144.
  • Oguibe C.N. and Webb D.C. (2000): Large deflection analysis of multilayer cantilever beams subjected to impulse loading. - Computers and Structures, vol.78, No.4, pp.537-547.
  • Rahman M.A., Rahman S., Noman K.N. Ahsan, Islam S. (2003): Large Deflection Analysis of the Super elastic Shape Memory Alloy Beams. - Proceeding of 5th International conference on Mechanical Engineering, pp.AM-54, BUET, Dhaka, Bangladesh.
  • Turvey G.J. (1996): Effects of load position on the lateral buckling response of pultruded GRP cantilevers- Comparisons between theory and experiment. - Composite Structures, vol.35, No.1, pp.33-47.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BPZ2-0028-0013
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