Analytical and finite element simulation studies on earing profile of Ti-6Al-4V deep drawn cups at elevated temperatures

2017 ◽  
Vol 11 (4) ◽  
pp. 479-490
Author(s):  
Madhura Athale ◽  
A. K. Gupta ◽  
S. K. Singh ◽  
Anurag Vaidyanathan
2015 ◽  
Vol 2 (4-5) ◽  
pp. 1978-1986 ◽  
Author(s):  
Lade Jayahari ◽  
Banoth Balunaik ◽  
Amit Kumar Gupta ◽  
Swadesh Kumar Singh

2016 ◽  
Vol 16 (01) ◽  
pp. 1640006 ◽  
Author(s):  
Y. Hu ◽  
R. J. Plank

Experimental evidence demonstrates the complexity of beam-to-column connections at elevated temperatures and its performance has been identified in association with instability of steel members or steel-framed structures. This paper presents a research work on the inelastic behavior of a sub-framed structure at high temperatures, adopting a component-based model to represent restraints to steel members, then produced by finite element simulation, to demonstrate performance of sub-framed structures at elevated temperatures. The finite element simulation demonstrates that instability of steel members in a sub-framed structure is associated with temperature-dependent material properties (e.g. strength or deformation) of bolted connections at the ends of steel members. In addition, connection failure mechanism is very much dependent on connection components already identified, and their strength and ductility. Instability of steel members in catenary action has also been discussed for high temperatures in this paper.


2015 ◽  
Vol 2 (4-5) ◽  
pp. 1968-1977 ◽  
Author(s):  
Jella Gangadhar ◽  
K. Sai Kiran Reddy ◽  
R. Raman Goud ◽  
Papn Varma ◽  
K. Eshwara Prasad ◽  
...  

Author(s):  
Andreas Ruscheinski ◽  
Pia Wilsdorf ◽  
Julius Zimmermann ◽  
Ursula van Rienen ◽  
Adelinde M. Uhrmacher

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