Acta Mechanica, Год журнала: 2022, Номер 233(12), С. 5105 - 5136
Опубликована: Окт. 19, 2022
Язык: Английский
Acta Mechanica, Год журнала: 2022, Номер 233(12), С. 5105 - 5136
Опубликована: Окт. 19, 2022
Язык: Английский
Journal of Vibration Engineering & Technologies, Год журнала: 2025, Номер 13(1)
Опубликована: Янв. 1, 2025
Язык: Английский
Процитировано
1International Journal of Engineering Science, Год журнала: 2022, Номер 182, С. 103793 - 103793
Опубликована: Ноя. 28, 2022
Язык: Английский
Процитировано
34Archives of Computational Methods in Engineering, Год журнала: 2023, Номер 31(1), С. 389 - 453
Опубликована: Авг. 14, 2023
Язык: Английский
Процитировано
20Frontiers 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
25Thin-Walled Structures, Год журнала: 2024, Номер 198, С. 111693 - 111693
Опубликована: Фев. 8, 2024
Язык: Английский
Процитировано
6Journal of Vibration Engineering & Technologies, Год журнала: 2022, Номер 11(4), С. 1889 - 1901
Опубликована: Сен. 1, 2022
Язык: Английский
Процитировано
21Applied Mathematics and Mechanics, Год журнала: 2022, Номер 44(1), С. 89 - 108
Опубликована: Дек. 29, 2022
Язык: Английский
Процитировано
16Mechanics 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
9Journal of Vibration Engineering & Technologies, Год журнала: 2025, Номер 13(1)
Опубликована: Янв. 1, 2025
Язык: Английский
Процитировано
0Journal of the Brazilian Society of Mechanical Sciences and Engineering, Год журнала: 2025, Номер 47(4)
Опубликована: Март 25, 2025
Язык: Английский
Процитировано
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