Parametric Analysis of Steel Cutting Using Johnson and Cook Model

2021 ◽  
pp. 326-332
Author(s):  
Nouha Kamoun ◽  
Nabih Feki ◽  
Hamdi Hentati ◽  
Mohamed Haddar
2001 ◽  
Author(s):  
Rania Hassan ◽  
Maher Younan ◽  
Hani Arafa ◽  
Yehia Bahei-El-Din

2015 ◽  
Author(s):  
Alessandra Canepa ◽  
Maria O. Gonzalez ◽  
Frank S. Skinner

Author(s):  
K. Muralidharan ◽  
S. Shalini Packiam Kamala ◽  
D. Alankrutha ◽  
K. Bhanu Prakash ◽  
Ram Subbiah ◽  
...  

2021 ◽  
Vol 40 ◽  
pp. 102344
Author(s):  
Manoj Kumar Sharma ◽  
Sajan Preet ◽  
Jyotirmay Mathur ◽  
Amartya Chowdhury ◽  
Sanjay Mathur

2020 ◽  
Vol 11 (1) ◽  
pp. 278
Author(s):  
Ivan Hafner ◽  
Anđelko Vlašić ◽  
Tomislav Kišiček ◽  
Tvrtko Renić

Horizontal loads such as earthquake and wind are considered dominant loads for the design of tall buildings. One of the most efficient structural systems in this regard is the tube structural system. Even though such systems have a high resistance when it comes to horizontal loads, the shear lag effect that is characterized by an incomplete and uneven activation of vertical elements may cause a series of problems such as the deformation of internal panels and secondary structural elements, which cumulatively grow with the height of the building. In this paper, the shear lag effect in a typical tube structure will be observed and analyzed on a series of different numerical models. A parametric analysis will be conducted with a great number of variations in the structural elements and building layout, for the purpose of giving recommendations for an optimal design of a tube structural system.


Author(s):  
Zhe Jia ◽  
Ben Guan ◽  
Yong Zang ◽  
Yuan Wang ◽  
Lei Mu

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