Size-dependent analysis of porous multi-directional FG shell structures based on the modified couple stress theory using the unsymmetric finite element method DOI
Songhao Wang, Yan Shang, Zhenghua Qian

и другие.

Acta Mechanica, Год журнала: 2022, Номер 233(12), С. 5105 - 5136

Опубликована: Окт. 19, 2022

Язык: Английский

Vibration of a Functionally Graded Doubly Curved Shallow Nanoshell: An Improved FSDT Model and its Nonlocal Finite Element Implement DOI
Mohamed‐Ouejdi Belarbi, Soufiane Benounas, Li Li

и другие.

Journal of Vibration Engineering & Technologies, Год журнала: 2025, Номер 13(1)

Опубликована: Янв. 1, 2025

Язык: Английский

Процитировано

1

On time-dependent nonlinear dynamic response of micro-elastic solids DOI
Mohammad Malikan, Victor A. Eremeyev

International Journal of Engineering Science, Год журнала: 2022, Номер 182, С. 103793 - 103793

Опубликована: Ноя. 28, 2022

Язык: Английский

Процитировано

34

State-of-the-Art Review of Computational Static and Dynamic Behaviors of Small-Scaled Functionally Graded Multilayer Shallow Arch Structures from Design to Analysis DOI

Dogus Hurdoganoglu,

Babak Safaei, Saeid Sahmani

и другие.

Archives of Computational Methods in Engineering, Год журнала: 2023, Номер 31(1), С. 389 - 453

Опубликована: Авг. 14, 2023

Язык: Английский

Процитировано

20

Ultra high performance concrete and C-FRP tension Re-bars: A unique combinations of materials for slabs subjected to low-velocity drop impact loading DOI Creative Commons
S.M. Anas, Mehtab Alam, Haytham F. Isleem

и другие.

Frontiers in Materials, Год журнала: 2022, Номер 9

Опубликована: Ноя. 21, 2022

In this research work, different combinations of normal strength concrete (NSC), ultra-high-performance (UHPC), and steel fiber-reinforced UHPC (SFR-UHPC) with re-bars conventional carbon polymer (C-FRP) are used in a two-way square slab size 1000mm x 75mm subjected to 2500 mm free-fall impact loading. Experimental arrangement consisting 105 kg dropping weight the circular flat impacting face 40 diameter for carrying out test is modeled using high-fidelity physics-based finite element computer code, ABAQUS/Explicit-v.6.15. After validating experimental results NSC bars, analyses extended by replacing bars UHPC/SFR-UHPC C-FRP respectively, under same weight. Only remote (tension face) slabs provided re-bars. Widely employed available ABAQUS, Concrete Damage Plasticity model strain-rate effects has been entrusted simulating plastic response. Re-bars idealized Johnson-Cook plasticity damage model. defined classical following elastic-plastic constitutive laws. The responses NSC/UHPC/SFR-UHPC steel, considered discussed compared. Slabs made found offer promising combination materials withstand low-velocity load little extraordinary performance.

Язык: Английский

Процитировано

25

Application of Fourier feature physics-information neural network in model of pipeline conveying fluid DOI
Ting Zhang, Rui Yan, Siqian Zhang

и другие.

Thin-Walled Structures, Год журнала: 2024, Номер 198, С. 111693 - 111693

Опубликована: Фев. 8, 2024

Язык: Английский

Процитировано

6

Numerical Investigation of Eigenvalue Characteristics (Vibration and Buckling) of Damaged Porous Bidirectional FG Panels DOI

Priyanshu Hissaria,

Prashik Malhari Ramteke, Chetan Kumar Hirwani

и другие.

Journal of Vibration Engineering & Technologies, Год журнала: 2022, Номер 11(4), С. 1889 - 1901

Опубликована: Сен. 1, 2022

Язык: Английский

Процитировано

21

Unified two-phase nonlocal formulation for vibration of functionally graded beams resting on nonlocal viscoelastic Winkler-Pasternak foundation DOI
Pei Zhang, Peter Schiavone, Hai Qing

и другие.

Applied Mathematics and Mechanics, Год журнала: 2022, Номер 44(1), С. 89 - 108

Опубликована: Дек. 29, 2022

Язык: Английский

Процитировано

16

Torsional vibration of a flexoelectric nanotube with micro-inertia effect DOI
Olha Hrytsyna, J. Sládek, V. Sládek

и другие.

Mechanics of Advanced Materials and Structures, Год журнала: 2023, Номер 31(17), С. 4019 - 4036

Опубликована: Март 20, 2023

The modified strain gradient theory (MSGT) with flexoelectric and micro-inertia effects is developed to study the free vibration of tube made elastic centrosymmetric materials. Within this theory, internal energy density function tensor, deviatoric part stretch rotation tensors, dilatation gradient, polarization vector, electric quadrupoles. linear coupled governing equations boundary conditions are derived from Hamilton variation principle. torsional problem analytically solved for non-piezoelectric nanotube fixed edges. effect geometry, coefficient, micro-inertia, micro-stiffness parameters on natural frequency studied.

Язык: Английский

Процитировано

9

Imposing Nodes on Thin Beams Using Multi-Frequency Support Excitation and Support Stiffness Tuning DOI
Sunil Kumar Singh, Aman Kumar, Sanjoy K. Ghoshal

и другие.

Journal of Vibration Engineering & Technologies, Год журнала: 2025, Номер 13(1)

Опубликована: Янв. 1, 2025

Язык: Английский

Процитировано

0

Axial forced vibration problem for a viscoelastic nanorod involving radially graded porosity DOI
Mehmet N. Balcı

Journal of the Brazilian Society of Mechanical Sciences and Engineering, Год журнала: 2025, Номер 47(4)

Опубликована: Март 25, 2025

Язык: Английский

Процитировано

0