Analysis of Reinforced Concrete Plate Structures by Finite Strip Method

2009 ◽  
Author(s):  
D.D. Milasinovic ◽  
R.J. Folic ◽  
D.I. Kovacevic
Keyword(s):  
Reinforced Concrete ◽  
Plate Structures ◽  
Finite Strip ◽  
Strip Method ◽  
Finite Strip Method ◽  
Concrete Plate

scholarly journals Finite strip modeling for optimal design of reinforced concrete folded plate structures

2012 ◽  
Vol 10 (3) ◽  
pp. 275-290
Author(s):  
Dragan Milasinovic ◽  
Danica Goles
Keyword(s):  
Reinforced Concrete ◽  
Optimal Design ◽  
Structural Members ◽  
Plate Structures ◽  
Topological Parameters ◽  
Finite Strip ◽  
Strip Method ◽  
Finite Strip Method ◽  
Design Variables ◽  
Nonlinear Design

The optimal design of reinforced concrete folded plate structures under multiple loading conditions is presented. The design variables include geometrical quantities, like the thickness, dimensions of the structural members (plates), and topological parameters, which define the locations and the connectivity of such elements. The structural analysis required during the design process is performed by using the classical finite strip method and complex harmonic coupled finite strip method for the solution of the corresponding geometric nonlinear design problem. Some applications to the optimal design of prismatic folded plates show the effectiveness of the proposed procedures.

Transverse Vibration of Plate Structures With Elastically Restrained Edges by the Spline/Finite Strip Method

1993 ◽  
Vol 115 (3) ◽  
pp. 295-302 ◽  
Author(s):  
Abdul Hamid Sheikh ◽  
Madhujit Mukhopadhyay
Keyword(s):  
Natural Frequencies ◽  
Stiffened Plates ◽  
Plate Structures ◽  
Finite Strip ◽  
Strip Method ◽  
Finite Strip Method ◽  
Spline Finite Strip ◽  
Elastically Restrained Edges ◽  
Elastically Restrained ◽  
Comparison Of The Results

The newly developed spline finite strip method has been applied to determine the natural frequencies of plates and stiffened plates with edged elastically restrained against translation and rotation. The stiffener has been modelled so that it can be situated anywhere within the plate strip. The formulation has been generalized in such a manner that it can handle general shaped plates and stiffeners having arbitrary orientation and eccentricity. A consistent formulation has been adopted to incorporate the contribution of the edge restraints in the structural stiffness matrix. Numerical examples as available in the literature are solved and the comparison of the results indicates good accuracy of the method. New results in the form of natural frequencies corresponding to the higher modes particularly for plates/stiffened plates with nonclassical boundaries are presented.

Hybrid MPI/OpenMP cloud parallelization of harmonic coupled finite strip method applied on reinforced concrete prismatic shell structure

2015 ◽  
Vol 84 ◽  
pp. 55-67 ◽  
Author(s):  
M. Nikolić ◽  
M. Hajduković ◽  
D.D. Milašinović ◽  
D. Goleš ◽  
P. Marić ◽  
...  
Keyword(s):  
Reinforced Concrete ◽  
Shell Structure ◽  
Finite Strip ◽  
Strip Method ◽  
Finite Strip Method ◽  
Prismatic Shell
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