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Kovaleva Kseniia1,а*, Karpushkina Anastasiia1,a, Litvinenko Gleb1,a, Popova Tatiana1,a, Rodin Alexei1,b 1National University of Science and Technology «MISIS», Leninskiy Pr. 4, Moscow, RU-119049, Russia aksuwaksuwa@gmail.com, brodin@misis.ru Keywords: Grain boundaries, Wetting, Penetration, Ga, Al and Al-based alloys.
In various areas of industrial production and manufacturing processes, there is always a significant risk of sudden destruction of metallic materials, if you are dealing with liquid metals.
Acknowledgement This study was carried out with financial support of Ministry of Education and Science of Russian Federation (Co. 4.1963.2014/K) and Russian Foundation of Basic Research (Project 13-03-12191) with the use of the equipment of Common-Use Scientific Center‘‘Material Science and Metallurgy’’ at NUST ‘‘MISiS’’ (identification number RFMEFI59414X0007, agreement № 14.594.21.0007) References [1] R.S.
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And analytical form of hF for triaxial stress state is presented by recourse to three-dimensional analyses on material behaviors.
It is worth mentioning that under triaxial stress state, materials will be cracking locally and form the highly strained region at crack tip when any principal stress component exceeds the uniaxial true stress at final rupture of simple tensile specimen, fσ .
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The Series GSE1873 includes GSM32860-GSM32869.GSM32860-GSM32864 are IA group, and GSM32864-GSM32869 are CIH group, which were deposited by Polotsky VY [13].Their experiment Materials and Methods are briefly described as follows.
(More information about Materials and Methods:http:// www.ncbi.nlm.nih.gov/geo/query/acc.cgi?
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Materials.
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When the stress exceeds the strength of the pavement materials, pavement cracking is unavoidable.
Both the embankment fill and the foundation soils were considered as Mohr-Coulomb materials.
The physical and mechanical parameters of the materials Materials [kN/m3] [kN/m3] [m/d] [Mpa] [kPa] [°] [°] Concrete- asphalt 23 23 - 1000 0.17 - - - Gravel-clay mixture 20 24 1.0 30 0.25 5 30 0 Crushed stone 20 23 1.0 40 0.25 0 32 5 Crust 16 18 0.00015 6 0.25 15 20 0 Soft clay 14 17 0.00065 4 0.35 10 15 0 Results and Analyses Fig. 2a shows the pavement stresses of existing embankment over a 20 m thick foundation soils 3 years and 5 years after the construction.
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Miheev Institute of Metal Physics, Ural Branch of the Russian Academy of Sciences, 18 S.
Introduction Modern instrument engineering requires the application of a leak-free and reliable parts bonding made of various materials with each other.
In particular, glass solder materials which basis is made by low-melting glasses are necessary for connection of various nonmetallic details [1-2].
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In particular, we need to inspect all material flow, rather than focusing on a specific material flow.
How to reduce the production of the necessary raw materials and energy?
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