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European scholars also claim that now so-called new wall materials were all imitate the feature of fired brick and could only imitate one or several of that.
Acknowledgements This work was financially supported by the ChangSha Science and Technology Bureau (k0901083-11 ) Reference [1] Ding Da-jun.
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Dupeux 1 1 Laboratoire de Thermodynamique et Physico-Chimie Métallurgiques UMR CNRS-INPG-UJF 5614, BP 75, 38402 Saint Martin d'Hères Cedex, France Alain.Galerie@ltpcm.inpg.fr 2 Ugine-ALZ, Arcelor Group, Centre de Recherches d'Isbergues, BP 15 62330 Isbergues Cedex, France 3 AGH University of Science and Technology, Faculty of Materials Science and Ceramics Department of Solid State Chemistry, Al.
Calculations were performed, taking into account the geometrical arrangement of the testing systems and the mechanical parameters of the deforming materials.
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Masset1*, a, Agnieszka Bogusz1,b, Jan Sieniawski2,c, Bartek Wierzba3,d, Katarzyna Tkacz-Śmiech3,e 1Freiberg University of Mining and Technology Centre for Innovation Competence Virtuhcon Fuchsmühlenweg 9, Reiche Zeche D-09596 Freiberg, Germany 2Research and Development Laboratory for Aerospace Materials in Rzeszow W.
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Coating characterisation Aluminisation of nickel specimens was carried out in the CVD BPXpro 325S commercial apparatus at the Research and Development Laboratory for Aerospace Materials in Rzeszow.
Acknowledgments This research has been partially funded by the Federal Ministry of Education and Research of Germany in the framework of Virtuhcon (project number 03Z2FN12) and by the Ministry of Higher Education and Science in Poland (project N N507 505138).
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Material of grinding ring was AISI1045 substrate.
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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.
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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.
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