Identification of Stress-Strained State of Compound Spherical Hollow Body

2009 ◽  
Vol 41 (7) ◽  
pp. 1-31
Author(s):  
Ivan V. Sergienko ◽  
Vasiliy S. Deineka
2003 ◽  
Vol 35 (3) ◽  
pp. 45-56
Author(s):  
Ivan V. Sergienko ◽  
Vasiliy S. Deineka

2015 ◽  
Vol 495 (1) ◽  
pp. 140-143 ◽  
Author(s):  
Ryusuke Kajihara ◽  
Shuji Noguchi ◽  
Yasunori Iwao ◽  
Yuki Yasuda ◽  
Megumi Segawa ◽  
...  

2021 ◽  
Vol 11 ◽  
pp. 39-46
Author(s):  
V. A. Gulevskiy ◽  
◽  
V. I. Antipov ◽  
L. V. Vinogradov ◽  
S. N. Tsurikhin ◽  
...  

The structure and properties of a highly porous cellular composite material based on a framework of hollow spherical granules with a thin copper-graphite coating impregnated with an aluminum alloy have been investigated. Highly porous composite composite casting with molten form, filled with expanded polystyrene spherical granules with a thin copper-graphite layer applied to their surface. When the polymer core of the granules burns out in the casting, a highly porous cellular composite material is formed with an aluminum matrix filled with spherical pores ∅ 4 – 8 mm, adjoining the metal matrices through a thin (300 – 500 μm) copper shell. The density of the porous composite material obtained in this way is 1.67 g/cm3. In order to fill the space between the granules with aluminum melt, their surfaces were coated with a thin layer of titanium, molybdenum, or chromium borides, which positively affected the strength characteristics of the composite material as a whole. Estimated calculation of the shock absorber index of a new highly porous structural material based on aluminum matrices with a cellular structure made of spherical hollow granules regularly distributed over the volume proved the prospects of its subsequent use as an absorber of shock energy in shock-absorbing devices.


Author(s):  
Volodymyr Cherednikov ◽  
Olena Voskobiinyk ◽  
Olexandra Cherednikova

In this article the possibility of applying the warping model offered by V. G. Piskunov, A. V. Goryk and V. N. Cherednikov for analyzing polystyrene concrete slabs with profiled steel sheeting is considered. The adequacy of the offered model was verified by comparing the experimental and calculated deflections of the slab. Test specimens of polystyrene concrete slabs with profiled steel sheeting (PCSPSS) were made for experimental studies and then mechanical properties of the slab components – the polystyrene concrete and the profiled steel sheeting – were determined. Then the behaviour of slabs under a load was studied. The calculation of the warping model of PCSPSS was done at the same time. The obtained results have proved the possibility of applying of the offered warping model for analysis of PCSPSS. It is proposed to use the considered model for further study of the stress-strained state of inhomogeneous slabs.


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