scholarly journals Efficient strong Unified Formulation for stress analysis of non-prismatic beam structures

2021 ◽  
pp. 114190
Author(s):  
S.O. Ojo ◽  
P.M. Weaver

2000 ◽  
Author(s):  
Chang-New Chen

Abstract The development of (DQEM) analysis models of static deformation and free vibration problems of generic non-prismatic beam structures was carried out. The DQEM uses the extended differential quadrature (EDQ) to discretize the buckling equilibrium equation defined on each element, the transition conditions defined on the inter-element boundary of two adjacent elements and the boundary conditions of the beam. Numerical results solved by the developed numerical algorithm are presented. They prove that the DQEM efficient.



2003 ◽  
Vol 112 ◽  
pp. 245-248 ◽  
Author(s):  
Y. Chi ◽  
T. J. Pence ◽  
H. Tsai


1984 ◽  
Vol 45 (C1) ◽  
pp. C1-901-C1-904 ◽  
Author(s):  
C. Marinucci ◽  
L. Palladino ◽  
G. Pasotti ◽  
M. V. Ricci ◽  
G. Vécsey


2017 ◽  
Vol 105 (3) ◽  
pp. 301
Author(s):  
Toni Jabbour ◽  
Mohamad Abdel Wahab
Keyword(s):  


2003 ◽  
Vol 100 (12) ◽  
pp. 1137-1149
Author(s):  
M. François




2006 ◽  
Vol 2006 (suppl_23_2006) ◽  
pp. 55-60 ◽  
Author(s):  
A. Kumar ◽  
U. Welzel ◽  
E. J. Mittemeijer
Keyword(s):  


2020 ◽  
Vol 8 (5) ◽  
pp. 194
Author(s):  
Mohammed Almaged ◽  
Mohanad N. Noaman ◽  
Ali K. Mahmood ◽  
Nashwan Z. Hero


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