Elastic and inelastic analysis for weld failure prediction of two adjacent steel buildings

1995 ◽  
Vol 4 (4) ◽  
pp. 313-344 ◽  
Author(s):  
Gary C. Hart ◽  
Sampson C. Huang ◽  
Roy F. Lobo ◽  
Joe Stewart
2015 ◽  
Author(s):  
Sivaprasad Koralla ◽  
Ganesh Bhagwant Gadekar ◽  
V Ramana Pavan Nadella ◽  
Susanta Dey

2021 ◽  
Author(s):  
Chaitanya Sagar ◽  
Sivaprasad Koralla ◽  
Atul Date ◽  
Sudip Chandratre ◽  
Avinash Kale

2013 ◽  
Vol 133 (9) ◽  
pp. 278-283 ◽  
Author(s):  
Masato Futagawa ◽  
Mitsuru Komatsu ◽  
Hikofumi Suzuki ◽  
Yuji Takeshita ◽  
Yasushi Fuwa ◽  
...  

1999 ◽  
Vol 04 (01) ◽  
Author(s):  
C. Zopounidis ◽  
M. Doumpos ◽  
R. Slowinski ◽  
R. Susmaga ◽  
A. I. Dimitras

AIAA Journal ◽  
10.2514/1.781 ◽  
2003 ◽  
Vol 41 (11) ◽  
Author(s):  
Christos Kassapoglou ◽  
William A. Townsend

2019 ◽  
Author(s):  
Miguel Abambres ◽  
Dinar Camotim ◽  
Miguel Abambres

A 2nd order inelastic Generalised Beam Theory (GBT) formulation based on the J2 flow theory is proposed, being a promising alternative to the shell finite element method. Its application is illustrated for an I-section beam and a lipped-C column. GBT results were validated against ABAQUS, namely concerning equilibrium paths, deformed configurations, and displacement profiles. It was concluded that the GBT modal nature allows (i) precise results with only 22% of the number of dof required in ABAQUS, as well as (ii) the understanding (by means of modal participation diagrams) of the behavioral mechanics in any elastoplastic stage of member deformation .


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