Relationships between interface stress element method and applied element method

2016 ◽  
pp. 289-294
Author(s):  
B Feng ◽  
H Chen ◽  
R Lan
Keyword(s):  
Interface Stress ◽  
Applied Element Method ◽  
Element Method

Reliability of collapse simulation – Comparing finite and applied element method at different levels

2018 ◽  
Vol 176 ◽  
pp. 265-278 ◽  
Author(s):  
Christoph Grunwald ◽  
Ahmed A. Khalil ◽  
Benjamin Schaufelberger ◽  
Erik Maria Ricciardi ◽  
Cosimo Pellecchia ◽  
...  
Keyword(s):  
Collapse Simulation ◽  
Applied Element Method ◽  
Different Levels ◽  
Element Method

Applied Element Method Analysis of Porous GFRP Barrier Subjected to Blast

2010 ◽  
Vol 13 (1) ◽  
pp. 153-169 ◽  
Author(s):  
D. Asprone ◽  
A. Nanni ◽  
H. Salem ◽  
H. Tagel-Din
Keyword(s):  
Applied Element Method ◽  
Method Analysis ◽  
Element Method

Development of Elements for Analysis of Functionally Graded Beams Using Applied Element Method

2020 ◽  
Vol 45 (5) ◽  
pp. 4053-4065 ◽  
Author(s):  
D. Lincy Christy ◽  
Praveen Nagarajan ◽  
T. M. Madhavan Pillai
Keyword(s):  
Functionally Graded ◽  
Applied Element Method ◽  
Element Method

Applied Element Method Simulation of Fiber Reinforced Polymer and Polypropylene Composite Retrofitted Masonry Walls

2014 ◽  
Vol 17 (11) ◽  
pp. 1567-1583 ◽  
Author(s):  
Saleem M. Umair ◽  
Muneyoshi Numada ◽  
Kimiro Meguro
Keyword(s):  
Numerical Model ◽  
Research Work ◽  
Masonry Wall ◽  
Fiber Reinforced Polymer ◽  
Bending Test ◽  
Fiber Reinforced ◽  
Reinforced Polymer ◽  
Out Of Plane ◽  
Applied Element Method ◽  
Element Method

In current research work, an attempt is made to simulate the behavior of a newly proposed composite material using 3-D Applied Element Method (AEM). Fiber Reinforced Polymer (FRP) being a strong material provides a significant increase in shear strength. Polypropylene band (PP-band) not only holds the masonry wall system into a single unit but also provides a fairly high deformation capacity at a very low cost of retrofitting. A composite of FRP and PP-band is proposed and applied on the surface of masonry wall. Verification of the proposed numerical model is achieved by conducting experiments on twelve masonry wallets. Out of twelve, six masonry wallets were tested in out of plane bending test and six were tested under in-plane forces in the form of diagonal compression test. Same wallet retrofitting scheme was selected for in-plane and out of plane experiments and all of them were analyzed using proposed 3-D AEM numerical simulation tool. Proposed numerical model has served satisfactory and has shown a fairly good agreement with experimental results which encourages the use of 3D-AEM to numerically simulate the behavior of non-retrofitted and retrofitted masonry wallets.

Collapse analysis of the Polcevera viaduct by the applied element method

2020 ◽  
Vol 214 ◽  
pp. 110659
Author(s):  
M. Domaneschi ◽  
C. Pellecchia ◽  
E. De Iuliis ◽  
G.P. Cimellaro ◽  
M. Morgese ◽  
...  
Keyword(s):  
Collapse Analysis ◽  
Applied Element Method ◽  
Element Method
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