Numerical evaluation of J 2 -integral for rubbery materials under dynamic loads with finite element method

1997 ◽  
Vol 20 (5) ◽  
pp. 460-467 ◽  
Author(s):  
J. H. Chang ◽  
Y. T. Gao ◽  
Associate Professor
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Numerical Evaluation ◽  
Dynamic Loads ◽  
Element Method

scholarly journals Stress and strain analysis from dynamic loads of mechanical hand using finite element method

2018 ◽  
Vol 352 ◽  
pp. 012017 ◽  
Author(s):  
Iskandar Hasanuddin ◽  
Husaini ◽  
M. Syahril Anwar ◽  
B.Z. Sandy Yudha ◽  
Hasan Akhyar
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Strain Analysis ◽  
Dynamic Loads ◽  
Stress And Strain ◽  
Mechanical Hand ◽  
Element Method

scholarly journals Numerical evaluation on steep soil-nailed slope using finite element method

2021 ◽  
Vol 12 (1) ◽  
Author(s):  
Panyabot Kaothon ◽  
Kean Thai Chhun ◽  
Chan-Young Yune
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Numerical Evaluation ◽  
Factor Of Safety ◽  
Slope Angle ◽  
The Finite Element Method ◽  
Conventional Design ◽  
Two Parameters ◽  
Element Method

AbstractIn conventional design of soil-nailed slope, the nail parameters such as nail spacing (1–2 m), and nail inclination (10º–20º) have been recommended without considering any specific slope angle. Henceforth, this paper presents a numerical evaluation on the soil-nailed slope with flexible facing based on the finite element method in order to investigate the range of those two parameters with any size of nail head in various slope angles (45º, 55º, 65º, and 75º). Based on a minimum factor of safety (FSmin  =  1.5), the analysis results indicated that the suggested range of those parameters in the conventional specification was applicable in the slope angle of 45º and 55º with any sizes of nail head. Nevertheless, it was not practical for slope angle of 65º and 75º, which required the size of nail head at least 400  ×  400  ×  250 mm, with nail spacing less than or equal to 1.5 m, and nail inclination from 5º to 10º.

scholarly journals ESTIMATION OF THE RESISTANCE OF A THREE-LAYERED STRUCTURE WITH A PYRAMID DISCONTINUOUS FILLER TO DYNAMIC STRESS USING THE FINITE ELEMENT METHOD

2019 ◽  
Vol 46 (3) ◽  
pp. 167-176
Author(s):  
O. M. Ustarkhanov ◽  
H. M. Muselemov ◽  
M. S. Abakarov ◽  
M. S. Alibekov
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Solid Body ◽  
Layered Structure ◽  
Fibrous Material ◽  
The Body ◽  
Dynamic Loads ◽  
The Finite Element Method ◽  
Calculation Results ◽  
Element Method

Objectives. In this research, we set out to explore the possibility of increasing the resistance of three-layered panels with a pyramid filler filled with fibrous material to dynamic loads. Although issues associated with dynamic impact, penetration of solid bodies and breaking of solid barriers have always been of interest, particularly in military affairs, they are increasingly attracting the attention of researchers investigating various industrial problems.Method. A calculation was performed using the finite element method (FEM), which is widely used in various areas including construction. The possibility of calculating the movement of a solid body in fibrous material using the FEM, namely using the LIRA-SAPR software, was considered.Results. From the constructed models, it can be seen how the striker moves inside the fibrous material. Therefore, using the SC LIRA-SAPR allows the work of the filler to be assessed while a solid body moves inside it. The results of the calculation of striker movement in fibrous material depending on the speed of the body (striker) and the density of the filler (fibre) are shown in figures.Conclusion. The conducted numerical studies showed that a discrepancy between the calculation results for a three-layered structure under dynamic loads using the FEM and analytical dependencies was about 10%. 

scholarly journals An Investigation into the Effects of Holes, Inclusion on Crack Growth in Composite Material under Dynamic Load by Extended Twice - Interpolation Finite Element Method

10.29007/b8nm ◽  
2020 ◽  
Author(s):  
Kim Bang Tran ◽  
Tich Thien Truong
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Dynamic Stress ◽  
Scientific Journal ◽  
Dynamic Stress Intensity Factor ◽  
Dynamic Loads ◽  
Different Types ◽  
The Impact ◽  
International Scientific Journal ◽  
Element Method

The mixing of hard inclusions into materials is one way to strengthen and increase the durability of the materials, creating granular composite materials. However, apart from the hard inclusions in material, other impurities (soft inclusions) and holes still have the ability to appear and affect the durability of the material. The existence of holes, impurities will affect the behavior of the crack. In this paper, the authors will investigate the effects of holes, hard inclusions, soft inclusions on the behavior of crack when growing under the effect of dynamic loads by extended twice-interpolation finite element method-XTFEM. The results of the dynamic stress intensity factor obtained from numerical examples will clearly show the impact of different types of particles on cracks... The results obtained by XTFEM will be compared with the results published in a prestigious international scientific journal to verify reliability.

scholarly journals Numerical Evaluation of Temperature Field and Residual Stresses in an API 5L X80 Steel Welded Joint Using the Finite Element Method

Metals ◽  
2016 ◽  
Vol 6 (2) ◽  
pp. 28 ◽  
Author(s):  
Jailson Da Nóbrega ◽  
Diego Diniz ◽  
Antonio Silva ◽  
Theophilo Maciel ◽  
Victor de Albuquerque ◽  
...  
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Temperature Field ◽  
Residual Stresses ◽  
Numerical Evaluation ◽  
Welded Joint ◽  
The Finite Element Method ◽  
X80 Steel ◽  
Element Method
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