Space-time finite element methods for the sensitivity analysis of contact/impact response of axisymmetric composite structures

1997 ◽  
Vol 144 (3-4) ◽  
pp. 371-389 ◽  
Author(s):  
Levent Karaoğlan ◽  
Ahmed K. Noor
2004 ◽  
Author(s):  
Zenovy S. Wowczuk ◽  
James E. Smith ◽  
Lawrence Anthony Feragotti ◽  
Bruce Corso

2017 ◽  
Vol 09 (02) ◽  
pp. 1750019 ◽  
Author(s):  
Jinkyu Kim ◽  
Gary F. Dargush ◽  
Hwasung Roh ◽  
Jaeho Ryu ◽  
Dongkeon Kim

Based upon the extended framework of Hamilton’s principle, unified space–time finite element methods for viscoelastic and viscoplastic continuum dynamics are presented, respectively. For numerical efficiency, mixed time-step algorithm in time- and displacement-based algorithm in space are adopted. Through analytical investigation, we demonstrate that the Newmark’s constant average acceleration method and the present method are the same for viscoelasticity. With spatial eight-node brick elements, some numerical simulations are undertaken to validate and investigate the performance of the present non-iterative space–time finite element method for viscoplasticity.


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