Theoretical analysis and finite element modelling of composite ferrocement-concrete beams

2014 ◽  
Vol 5 (2) ◽  
pp. 142 ◽  
Author(s):  
Ezzat H. Fahmy ◽  
Yousry B.I. Shaheen ◽  
Alaa Abdel Tawab ◽  
Ahmed Mahdy Abdelnaby
Keyword(s):  
Finite Element ◽  
Theoretical Analysis ◽  
Finite Element Modelling ◽  
Concrete Beams ◽  
Element Modelling

scholarly journals Finite element modelling of concrete beams reinforced with hybrid fiber reinforced bars

2017 ◽  
Vol 271 ◽  
pp. 012093
Author(s):  
Santa binti Smring ◽  
Norhafizah Salleh ◽  
NoorAzlina Abdul Hamid ◽  
Masni A. Majid
Keyword(s):  
Finite Element ◽  
Finite Element Modelling ◽  
Concrete Beams ◽  
Fiber Reinforced ◽  
Hybrid Fiber ◽  
Element Modelling

On the Thickness Effect of Axisymmetric Deformation of Sheet Metals

1984 ◽  
Vol 106 (2) ◽  
pp. 208-209
Author(s):  
Shyam K. Samanta ◽  
G. Grab
Keyword(s):  
Finite Element ◽  
Theoretical Analysis ◽  
Finite Element Modelling ◽  
Sheet Thickness ◽  
Fold Increase ◽  
Axisymmetric Deformation ◽  
Thickness Effect ◽  
Forming Limit ◽  
Sheet Metals ◽  
Element Modelling

In the present investigation, we have studied the influence of sheet thickness on the limiting strain, i.e., forming limit, of a mild steel by punch stretching experiments. Our results show that for a two-fold increase in thickness the limiting strain of a material does not substantially increase with increasing thickness of the sheet. These experimental observations were well supported by the results of theoretical analysis using Finite Element modelling of the process.

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