Electrically switchable exhibition of circular Bragg phenomenon by an isotropic slab

2006 ◽  
Vol 48 (11) ◽  
pp. 2148-2153 ◽  
Author(s):  
Akhlesh Lakhtakia
Keyword(s):  
Isotropic Slab

Bending of a thick transversely isotropic slab by a transverse load

1987 ◽  
Vol 23 (11) ◽  
pp. 1028-1032
Author(s):  
V. G. Piskunov ◽  
V. S. Sipetov ◽  
Sh. Sh. Tuimetov
Keyword(s):  
Transversely Isotropic ◽  
Transverse Load ◽  
Isotropic Slab

Stresses in a Transversely Isotropic Slab Having a Spherical Cavity

1973 ◽  
Vol 40 (3) ◽  
pp. 752-758 ◽  
Author(s):  
A. Atsumi ◽  
S. Itou
Keyword(s):  
Stress Distribution ◽  
Boundary Conditions ◽  
Spherical Cavity ◽  
Transverse Isotropy ◽  
Transversely Isotropic ◽  
Hankel Transform ◽  
Isotropic Slab ◽  
Infinite Slab

This paper deals with the analysis of the stress distribution arising in a transversely isotropic infinite slab with a symmetrically located spherical cavity under all-around tension. Difficulties in satisfying both boundary conditions on the surfaces of the slab and the surface of the cavity are successfully overcome by using the methods of Hankel transform and Schmidt-orthogonormalization. For some practical materials the influence of transverse isotropy upon stress distribution is presented in the form of curves.

Pressurized annular crack in a transversely isotropic slab

1977 ◽  
Vol 26 (1-4) ◽  
pp. 321-330 ◽  
Author(s):  
M. Kumar ◽  
A. Atsumi
Keyword(s):  
Transversely Isotropic ◽  
Annular Crack ◽  
Isotropic Slab

scholarly journals Respons Dinamik Pelat Beton Akibat Beban Kendaraan yang Bergerak dengan Kecepatan Konstan

2019 ◽  
Vol 25 (1) ◽  
pp. 90
Author(s):  
Yenny Untari Liucius ◽  
Sofia W Alisjahbana
Keyword(s):  
Dynamic Response ◽  
Critical Velocity ◽  
Dynamic Responses ◽  
Maximum Response ◽  
Transverse Load ◽  
Isotropic Slab ◽  
Edge Conditions ◽  
H 20

This analysis studies about the dynamic response of isotropic slab with the semi rigid type of edge conditions which is solved by the Modified Bolotin Method. The dynamic response mostly depends on the characteristics of the slab and the velocity of the transverse load acting on the slab. This analysis uses 10 km/h, 20 km/h, and 30 km/h as the velocity of the transverse load, and 110 km/h as the comparing velocity. Results show that maximum dynamic responses for each velocity does not always occur on the center of the slab, so the characteristics of the slab may be vary. The dynamic response is closest to maximum when the velocity of the load is 110 km/h because it is closer to the critical velocity of the system which is 112 km/h. This analysis assumed the slab is used for the bus’ parking ramp. Thus with the 10 km/h until 30 km/h velocity assumption for parking ramp is still quite safe because the velocity is far below the critical velocity of the system. Also the dynamic response of the system is far lower than the maximum response of slab.

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