Search results

Experiment Material.
LO1408 “AdMaS UP - Advanced Materials, Structures and Technologies”, supported by Ministry of Education, Youth and Sports under the “National Sustainability Programme I”.
Hela, Evaluation of Static Modulus of Elasticity Depending on Concrete Compressive Strength, World Academy of Science, Engineering and Technology, 9 (2015), 5, pp. 599-602
Dhir, Establishing a relationship between modulus of elasticity and compressive strength of recycled aggregate concrete, Journal of Cleaner Production, 112 (2016), pp. 2171-2186

Introduction Following energy crisis and environmental degradation constantly aggravated throughout the world, the ocean which has abundant resource got the attention of the world, various countries in the world had put into a large number of manpower and material resources to research and development ocean resource， our country also made unremitting endeavor.
Applied Mechanics and Materials, v 300-301, p 338-343, 2013 [2] Li zhen Zhang, Xiao sheng Yang, Shi ming Wang, et al.
Hubei Agricultural Sciences, 2011, 50(01):161-164
Polinder, Modelling and test results of the Archimedes wave swing, Proc. of the Institution of Mechanical Engineers, Part A, Journal of Power and Energy, 220-8, 2006, pp. 855-8G8 [4] Clean energy from power buoy of ocean power technologies [EB/OL]. [2008-11-07].

Structural Strength Analysis of Main Crane Pedestal of the Jack-up Wind Turbine Installation Vessel Xiang Zhu1,2, a, Yongsheng Tang2 , Feixiang Li1 and Yao Zhao1 1 School of Naval Architecture & Ocean Engineering, Huazhong University of Science & Technology, Wuhan 430074 , P.R.China 2 Hudong-Zhonghua Shipbuilding (Group) Co.
The material used in the main hull and main crane pedestal is AH36 high strength steel.
Table 1 Material properties of the structure Name Pedestal Structure Ship Structure Density [Kg/] 7850 7850 Young’s Module [N/] 2.1e5 2.1e5 Poisson’s Ratio [-] 0.33 0.33 Yield stress [N/] 355 355 Boundary conditions For the considered model, the fixed boundary conditions at the cut end of the hull structure are applied as presented in Fig. 3.
This table shows all stress results to be within the maximum allowable stresses according to the material types, except that the stress concentration at the section of hull and pedestal’s link region in Load case 3 and 5.
Yan, Whole hull’s structural strength analysis of offshore wind turbine installation vessel, Journal of Ship Mechanics. 1-2 (2012) 136-145

Experimental NaA zeolite was synthesized by the hydrothermal crystallization process using sodium aluminate and sodium metasilicate pentahydrate as a precursor material.
Djemal: Materials Science Forum Vol. 636-637(2010), p. 1389
Banerjee: Journal of Heat Transfer Vol. 137 (2015), p. 091013.

Experimental procedures The materials used in this study are 316L(N) stainless steels produced by Creusot-Loire.
In Eq. 2, α' is a factor of proportionality which may vary widely from one material to another one.
Harries, ‘Creep and rupture in type 316 stainless steel at temperatures between 525 and 900°C, Part II’, Metal Science, volume 12 (11), pp. 532-541. (1978) [2] E.W.
Brinkman: ‘Elevated-temperature mechanical properties of an advanced type 316 SS’, Journal of Pressure Vessel Technology, volume 123, (February 2001)

Because of these spatial and temporal gradients, in combination with thermal properties of the material used, shape and size of a machine will change in time.
Therefore, we mainly focused on two crucial factors that relate to temperature effects, i.e. material selection, loop structure.
In addition to this, it can save considerably material consumption.
Acknowledgement This research was supported by the MSIP(Ministry of Science, ICT and Future Planning), Korea, under the Global IT Talent support program (NIPA-2014-H0904-14-1001) supervised by the NIPA(National IT Industry Promotion Agency).
Spence, Kinematic and geometric error compensation of a coordinate measuring machine, International Journal of Machine Tools & Manufacture 40

Enzyme treatment using neutral cellulase was carried out in a Launder-Ometer (Atlas Material Testing Technology LLC, Chicago) which is a thermostatically controlled water bath system with stainless steel containers could be mounted.
Cheng, Journal of Applied Polymer Science. 104 (2007) 286
Wang, Journal of Northwest Institute of Textile Science and Technology. 9-2 (1994) 165.

Table 1 Parameters of the steel plate-light weight concrete hollow composite deck specimens No specimen number deck span [mm] deck thickness [mm] deck width [mm] Steel plate thickness [mm] Bottom steel plate Open pore steel plate Distance between load point and support [mm] Nominal load Shear span ratio Concrete material character Pipe lay direction inside yield intensity [MPa] limit intensity [MPa] yield intensity [MPa] limit inten- sity [MPa] Average of cube intensity fcu[MPa] Average of prismoid intensity fc[MPa] Elastic ratio Ec[MPa] 1 HCD-1-3.85-200 2400 200 620 6.00 300 410 331 518 770 3.85 38.81 27.21 1.60×104 Trans- versal 2 HCD-1-4.50-200 2400 200 620 6.00 900 4.50 3 HCD-1-5.00-200 2400 200 620 6.00 1000 5.00 4 HCD-2-3.85-200 2400 200 620 6.00 770 3.85 39.75 29.60 1.60×104 Longitu- dinal 5 HCD-2-2.00-200 2400 200 620 6.00 400 2.00 Note: serial number rule——HCD-1-3.85-200 means the composite specimen with nominal load shear
Acknowledgment The work reported in this paper has been conducted as part of the project, Study on fatigue performance and mechanism of composite beam bridge with steel plate-concrete composite deck, funded by The National Natural Science Youth Foundation of China (Grant No.50708040), whose support is gratefully acknowledged.
Steel-concrete composite beam structures- experiment, theory and application[M], Beijing:Science Press, 2005 [2] Liu Yu-qing.
Journal of the south-west university. 2006(3) [5] He Xi-kun,Wu Jian-hua.
Journal of structual division. 1979,105(ST7):1435-1443

Listening, viewing, or taking a sip of tea at the spring are not only a kind of material wealth but also spiritual enjoyment.
Corresponding author Chengxin Wang, 404122665@qq.com Acknowledgements This study was Supported by financing projects of the National Natural Science Foundation (approve No.:41371170), and technology project of Shandong Province (2012GSF12204) References [1] R.M.Zhang, S.M.Tang:Journal of Guilin Institute of Tourism(In Chinese).vol.19(2008),p.60 [2] X.M.Li: Tourism Tribune(In Chinese).vol.07(2007),p.7 [3] F.Cui, J.
Bao: Tourism Tribune(In Chinese).vol.25(2010),p.13 [4] Z.M.Liu: China Business & Trade(In Chinese).vol.16(2012),p.193 [5] Y.C.Sheng:Tourism Tribune(In Chinese).vol.10(2012),p.11 [6] Y.H.Liu, S.Hao: Tourism Tribune(In Chinese).vol.25(2010),p.18 [7] G.H Zhang,L.J.Lin:Economic Research Guide(In Chinese).Vol.10(2011),p.161 [8] B.R.Zhang:Social Science of Beijing(In Chinese).vol.1(2010),p.38 [9] X.J.Li:Journal of Beijing second foreign languages institute(In Chinese).

Konstandakopoulou3, George Papagiannopoulos4 1Department of Civil Engineering, School of mechanics, University of West Attica, Campus 1, Agiou Spiridonos, 12243, Egaleo-Athens, Greece, e-mail: pnevma@uniwa.gr 2Department of Construction Technology, University of the Highlands and Islands, Inverness Campus, Inverness, IV2 5NA, United Kingdom, e-mail: georgios.papavasileiou.ic@uhi.ac.uk, george.papav@gmail.com 3School of Science and Technology, Hellenic Open University, Patras, Greece. e-mail: konstantakopoulou.foteini@ac.eap.gr 4Department of Civil Engineering, University of Patras, GR26504, Rio, Patras, Greece, e-mail: gpapagia@upatras.gr Keywords: Rotational component, seismic design, earthquake engineering, slender frame, EC8 part 6.
Non linearity refers to material (change of stiffness matrix in every time step) or to geometry (solving the equation in deformable petition at each time step).
Journal Engineering Mechanics ASCE. 138(9) (2012)1141–1156
Ghafory-Ashtiany, Revised Seismic Intensity Parameters for Middle-Field Horizontal and Rocking Strong Ground Motions, Journal of Structural Engineering, DOI: 10.1061/(ASCE)ST.1943-541X.0001646. (2016)
International conference UACG-2009: Science and Practice.