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Titlebook: Recent Advances in Computational Mechanics and Simulations; Volume-I: Materials Sandip Kumar Saha,Mousumi Mukherjee Conference proceedings

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樓主: Indigent
41#
發(fā)表于 2025-3-28 18:11:32 | 只看該作者
42#
發(fā)表于 2025-3-28 22:13:44 | 只看該作者
Vibration Analysis of Functionally Graded Material Platerequencies. Harmonic sine load is applied at the centre of the FGM plate to obtain a forced vibration response. Impulse forces of rectangular, half-cycle sine, triangular shapes are applied on the top of the plate at the centre and the shock spectra of C-Si C FGM plate is plotted.
43#
發(fā)表于 2025-3-29 00:18:08 | 只看該作者
44#
發(fā)表于 2025-3-29 04:27:48 | 只看該作者
Conference proceedings 2021nder extreme loading such as earthquake, blast etc. The book is of interest to researchers and academics from civil engineering, mechanical engineering, aerospace engineering, materials engineering/science, physics, mathematics and other disciplines..
45#
發(fā)表于 2025-3-29 10:42:58 | 只看該作者
46#
發(fā)表于 2025-3-29 13:43:01 | 只看該作者
Propagation of Elastic Waves in Nonlocal Bars and Beamspe non-locality within a setting of the rod and beam are considered. The mathematical framework here involves the Fourier frequency analysis that leads to the frequency spectrum relation (FSR) and system transfer function. Utilizing the FSR, . and group speeds are examined. One main difference that
47#
發(fā)表于 2025-3-29 15:34:16 | 只看該作者
Mechanics of Damage at Steel-Concrete Interface in RC Structuresmposite structures fail not from overloading but because of durability issues. One of the main causes of short service life is corrosion of steel in steel-concrete composite structures. The current state of practice in design codes deals with this issue by assuming a perfect bond between steel and c
48#
發(fā)表于 2025-3-29 19:53:52 | 只看該作者
49#
發(fā)表于 2025-3-30 03:49:30 | 只看該作者
On Flexure of Shear Deformable Isotropic Rectangular Propped Cantilever Beamsvariationally consistent two-variable-refined beam theory, variationally inconsistent single-variable refined beam theory, and variationally inconsistent Levinson beam theory. The beam is assumed to be under the action of uniformly distributed transverse load. It should be noted that governing diffe
50#
發(fā)表于 2025-3-30 07:00:07 | 只看該作者
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