scholarly journals Large deflections of a cantilever beam with uniformly distributed load

1953 ◽  
Vol 11 (3) ◽  
pp. 337-338 ◽  
Author(s):  
F. Virginia Rohde
Keyword(s):  
Cantilever Beam ◽  
Large Deflections ◽  
Distributed Load ◽  
Uniformly Distributed Load

scholarly journals Analysis of Cantilever Beam Deflection under Uniformly Distributed Load using Artificial Neural Networks

2019 ◽  
Vol 255 ◽  
pp. 06004
Author(s):  
T.M.Y.S Tuan Ya ◽  
Reza Alebrahim ◽  
Nadziim Fitri ◽  
Mahdi Alebrahim
Keyword(s):  
Neural Networks ◽  
Artificial Neural Networks ◽  
Cantilever Beam ◽  
Training Data ◽  
Beam Deflection ◽  
Problem Solver ◽  
Distributed Load ◽  
Uniformly Distributed Load ◽  
Non Linear ◽  
Artificial Neural

In this study the deflection of a cantilever beam was simulated under the action of uniformly distributed load. The large deflection of the cantilever beam causes the non-linear behavior of beam. The prupose of this study is to predict the deflection of a cantilever beam using Artificial Neural Networks (ANN). The simulation of the deflection was carried out in MATLAB by using 2-D Finite Element Method (FEM) to collect the training data for the ANN. The predicted data was then verified again through a non linear 2-D geometry problem solver, FEM. Loads in different magnitudes were applied and the non-linear behaviour of the beam was then recorded. It was observed that, there is a close agreement between the predicted data from ANN and the results simulated in the FEM.

Large deflections of a spring-hinged tapered cantilever beam with a rotational distributed loading

1987 ◽  
Vol 91 (909) ◽  
pp. 429-437 ◽  
Author(s):  
B. Nageswara Rao ◽  
G. Venkateswara Rao
Keyword(s):  
Cantilever Beam ◽  
Cross Section ◽  
Large Deflection ◽  
Rectangular Cross Section ◽  
Large Deflections ◽  
Elastic Curves ◽  
Distributed Load ◽  
Tapered Cantilever Beam ◽  
Large Deflection Problem ◽  
Special Case

SummaryLarge deflection problem of a spring loaded hinged nonuniform cantilever beam subjected to a rotational distributed loading is formulated by means of a second-order non-linear integro-differential equation. The problem is examined by considering the beam of rectangular cross-section with linear depth taper subjected to a uniform rotational distributed load. The elastic curves of a beam for this special case are presented.

Large deflections of a cantilever beam under an inclined end load

2010 ◽  
Vol 217 (7) ◽  
pp. 3607-3613 ◽  
Author(s):  
M. Mutyalarao ◽  
D. Bharathi ◽  
B. Nageswara Rao
Keyword(s):  
Cantilever Beam ◽  
Large Deflections
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