Optimization of numerical simulation parameters for kenaf fiber reinforced polypropylene composite by using Box-Behnken method

2021 ◽  
Author(s):  
Dulina Tholibon ◽  
Nurul Hayati Jamil ◽  
Duratul Ain Tholibon
Author(s):  
Al Emran Ismail ◽  
◽  
Azmahani Sadikin ◽  
Mohd Nasrull Abdol Rahman ◽  
Shahruddin Mahzan ◽  
...  

2020 ◽  
Vol 21 (4) ◽  
pp. 821-828 ◽  
Author(s):  
Mohammad Nematollahi ◽  
Mehdi Karevan ◽  
Marzieh Fallah ◽  
Mahmoud Farzin

2021 ◽  
Vol 11 (3) ◽  
pp. 1112
Author(s):  
Nikita Belyakov ◽  
Olga Smirnova ◽  
Aleksandr Alekseev ◽  
Hongbo Tan

The problem of damage accumulation in fiber-reinforced concrete to structures supporting underground workings and tunnel linings against dynamic loading is insufficiently studied. The mechanical properties were determined and the mechanism of destruction of fiber-reinforced concrete with different reinforcement parameters is described. The parameters of the Concrete Damaged Plasticity model for fiber-reinforced concrete at different reinforcement properties are based on the results of lab experiments. Numerical simulation of the composite concrete was performed in the Simulia Abaqus software package (Dassault Systemes, Vélizy-Villacoublay, France). Modeling of tunnel lining based on fiber-reinforced concrete was performed under seismic loading.


2011 ◽  
Vol 32 (8-9) ◽  
pp. 4107-4121 ◽  
Author(s):  
H.M. Akil ◽  
M.F. Omar ◽  
A.A.M. Mazuki ◽  
S. Safiee ◽  
Z.A.M. Ishak ◽  
...  

2011 ◽  
Vol 12 (7) ◽  
pp. 919-926 ◽  
Author(s):  
Nadir Ayrilmis ◽  
Songklod Jarusombuti ◽  
Vallayuth Fueangvivat ◽  
Piyawade Bauchongkol ◽  
Robert H. White

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