scholarly journals The Viscoelasticity of the Disperse System of Spherical Shell Structures

1973 ◽  
Vol 22 (236) ◽  
pp. 418-420
Author(s):  
Yo TAKANO ◽  
Akio SAKANISHI
Keyword(s):  
Spherical Shell ◽  
Disperse System ◽  
Shell Structures

Ultra-flyweight hydrophobic poly(m-phenylenediamine) aerogel with micro-spherical shell structures as a high-performance selective adsorbent for oil contamination

RSC Advances ◽  
2014 ◽  
Vol 4 (90) ◽  
pp. 49000-49005 ◽  
Author(s):  
Xun Song ◽  
Siwei Yang ◽  
Lin He ◽  
Shuai Yan ◽  
Fang Liao
Keyword(s):  
Spherical Shell ◽  
High Performance ◽  
Shell Structures ◽  
Oil Contamination ◽  
Selective Adsorbent

Ultra-flyweight hydrophobic poly(mphenylenediamine) aerogel which can be used as high-performance selective adsorbent for oil contamination was fabricated via a simple two step approach from a poly(m-phenylenediamine) micro-spherical shell.

scholarly journals Investigation of the Dynamic Buckling of Spherical Shell Structures Due to Subsea Collisions

2018 ◽  
Vol 8 (7) ◽  
pp. 1148 ◽  
Author(s):  
Ping Liu ◽  
Sakdirat Kaewunruen ◽  
Daochuan Zhou ◽  
Shanshui Wang
Keyword(s):  
Elastic Modulus ◽  
Spherical Shell ◽  
Analytical Formula ◽  
Added Mass ◽  
External Pressure ◽  
Point Load ◽  
Dynamic Buckling ◽  
Shell Structures ◽  
Dynamic Force ◽  
Explicit Finite Element

This paper is the first to present the dynamic buckling behavior of spherical shell structures colliding with an obstacle block under the sea. The effect of deep water has been considered as a uniform external pressure by simplifying the effect of fluid–structure interaction. The calibrated numerical simulations were carried out via the explicit finite element package LS-DYNA using different parameters, including thickness, elastic modulus, external pressure, added mass, and velocity. The closed-form analytical formula of the static buckling criteria, including point load and external pressure, has been firstly established and verified. In addition, unprecedented parametric analyses of collision show that the dynamic buckling force (peak force), mean force, and dynamic force redistribution (skewness) during collisions are proportional to the velocity, thickness, elastic modulus, and added mass of the spherical shell structure. These linear relationships are independent of other parameters. Furthermore, it can be found that the max force during the collision is about 2.1 times that of the static buckling force calculated from the analytical formula. These novel insights can help structural engineers and designers determine whether buckling will happen in the application of submarines, subsea exploration, underwater domes, etc.

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