Finite element analysis of bi-modulus ceramic beam of biaxial bending

Author(s):  
Ling Du ◽  
Fan-chun Li
2014 ◽  
Vol 13 (3) ◽  
pp. 235-242
Author(s):  
Marcin Górski

Columns are structural elements subjected to compression and sometimes bending. The way of their anchorages in foundations usually allows to withstand bending only in one plane, while in another plane connection is assumed to be hinged. Sometimes column need to be fixed in both planes, for example in steel sheds, which causes biaxial bending with additional axial force in column bases. Both codes [1] and available literature (ex. [2], [3], [4]) give procedures only to calculate column bases under bending in one axial. This paper shows the proposal of the procedure to calculate column bases under compression and biaxial bending. This iterative procedure is based on component method. Obtained results were compared with results from finite element analysis.


2015 ◽  
Vol 733 ◽  
pp. 460-463
Author(s):  
Fan Zhou ◽  
Cheng Yu Li

The nonlinear finite element analysis of the rigid steel column base connection with anchor bolt under biaxial bending, including the column base stiffeners, base plate, anchor bolts and other nonlinear interaction analysis, to provide a frame of reference for the rigid steel column base connection’ designed.


1998 ◽  
Vol 518 ◽  
Author(s):  
P. Krulevitch ◽  
G.C. Johnson

AbstractResults from a finite element analysis of a cantilever beam subjected to an equi-biaxial bending moment demonstrate that the biaxial modulus E/(1-v) must be used even for narrow beams.


2002 ◽  
Vol 11 (1) ◽  
pp. 30-40 ◽  
Author(s):  
Chatchai Kunavisarut ◽  
Lisa A. Lang ◽  
Brian R. Stoner ◽  
David A. Felton

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