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Online since: October 2008
Authors: Xiang Lin Gu, Li Xue Jiang, Shi Ju Zheng, Wei Ping Zhang
Material Properties.
ACI Structural Journal, Vol. 87(1990), p. 406 [3] C.W.French and A.Boroojerdi:Contribution of R/C Floor Slabs in Resisting Lateral Loads.
Journal of Structural Engineering, ASCE, Vol. 115(1989), p. 1 [4] B.M.Shahrooz and S.J.Pantazopoulou: Modeling of Slab Contribution in Frame Connections.
Journal of Structural Engineering, ASCE, Vol. 118(1992), p. 2475 [5] S.J.Pantazopoulou and C.W.French: Slab Participation in Practical Earthquake Design of Reinforced Concrete Frames.
ACI Structural Journal, Vol. 98(1990), p. 479 [6] J.R.Tang: Seismic resistance of Reinforced Concrete Frame Joints (Southeast University Press, China 1989), p. 316
Online since: May 2011
Authors: Wen Kai Feng, Shi Guo Xiao
The damping ratio of the slope material is taken as 0.03.
SKLGP2010K007) and the Science and Technology Project of West Communication, China Communication Ministry (No. 200831800098).
Journal of Geotechnical.
Journal of Harbin Engineering University, 2009, 30(9): 1007-1011 [4] Li Zhan and Luan Maotian.
Journal of Hydraulic Engineering, 2000, 31(11): 55-59 [7] Zhang Jianhai, Fan Jingwei, and He Jiangda.
Online since: December 2005
Authors: Nuno Peixinho, N. Jones, António Pinho
For these materials the strain-rate sensitive properties are particularly important, as well as the definition of models describing that behaviour.
Also the ability to use efficiently these materials is dependent on the numerical simulation of impact loading for design purposes, for which the improvements in material models are important.
Marsh, Development of autobody sheet materials for crash performance, in ImechE2000, pp. 55-64, 2000
Engrs., Vol. 204, Part C: Journal of Mechanical Engineering Science pp.1-8, 1990
Jones, Material properties for structural impact problems, in Advances in Materials and their Applications, P.
Online since: April 2019
Authors: Jorge Domingues, João Costa, Miguel Reis Silva, Artur Mateus, Cândida Malça
The result are hybrid components that combine the best properties from both materials.
The interface strength is also influenced by the surface roughness of the bonded materials [7].
Materials and Methods H13 tool steel metal sample production.
The contact angle established between a drop of water and the various materials in question is less than 90 °.
Analysis of manufacturing parameters on the shear strength adhesive single-lap joints, Journal of Materials Processing Technology, 2009
Online since: March 2015
Authors: Xi Jing Wang, Zhong Ke Zhang, Jun Peng
Ji SD et al[2]used the FLUENT software to simulate the flow of material of FSW weld, and found that the flow direction of the material near the rotational tool is mainly the same as the rotational direction of the tool while the material near tool flows more violently than the other regions.
Fig.3 The axial force effective on stress distribution a)axial force 4000N b) axial force 8000N 3.3 Effect of materials position on equivalent stress Fig.4 The equivalent stress curve at different position during FSW:a) the equivalent stress of different distance point,b)the equivalent stress curve of different depth points.
Acknowledgements This work was financially supported by the National Natural Science Foundation of China (10902047) and the Gansu Natural Science Foundation(2014GS03264).
Withersa:The effect of tensioning and sectioning on residual stresses in aluminium AA7749 friction stir welds(Materials Science and Engineering A,England, 2008) [4] M.
Hubbard:A Study of Residual Stresses and Microstructure in 2024-T3 Aluminum Friction Stir Butt Welds(Journal of Engineering Materials and Technology, UNITED STATES 2002) [5] P.
Online since: July 2022
Authors: Victor Grand, Alan Arsen, Quentin Gaillard, Marc Bernacki, Alexis Gaillac
Bozzolo and al., Grain Growth Texture Evolution in Zirconium (Zr702) and Commercially Pure Titanium (T40), Materials Science Forums Vols. 467-470 (2004) 441-446
The Journal of Chemical Physics, Vol. 7, No. 12 (1939), 1103–1112
Agnoli et al., Development of a level set methodology to simulate grain growth in the presence of real secondary phase particles and stored energy - Application to a nickel-base superalloy, Computational Materials Science 89 (2014), 233-241
Scholtes et al., New finite element developments for the full field modeling of microstructural evolutions using the level-set method, Computational Materials Science 109 (2015), 388-398
Dunlop et al., Modelling isothermal and non-isothermal recrystallisation kinetics: Application to Zircaloy-4, Journal of Nuclear Materials 366 (2007), 178–186
Online since: July 2011
Authors: Cun Dong Xu, Yan Wang, Hui Min Hou, Hai Cheng Li
Technical Characteristics The traditional technique of the upstream slope construction of the CFRD is made up of ultra-filled cushion, slope virtual materials slashing, slope repairing, slope compacting with drag roller and slope protection construction.
The hinged side wall can be adapted to the deformation of cushion materials without the cavity formed at the bottom which prevent the adverse effects of the cavity on the panel effectively.
When the upstream filling conditions are readied, firstly base leveling layer corresponding filling material to address the filling material filling the top plate height, and then started filling material on the crushing side wall construction.
Chinese Journal Rock Mechanics and Engineering ,Vol.24, No.13: 2342-2349 [5] Jia-zheng Pan, Preface [A].China Concrete Face Rockfill Dam in 20years.
Water Conservancy Science and Technology & Economy ,2009,Vol.15, No.2 : 174-175
Online since: January 2021
Authors: Nataliia A. Makarenko, Denys M. Holub, Anatolii F. Vlasov, Hanna M. Kushchii
Series: Materials Science and Engineering 127 (2016) 012013. doi:10.1088/1757-899X/127/1/012013 [20] Chinakhov D.A., Agrenich E.P.
Materials Science Forum. 
Series: Materials Science and Engineering 142 (2016) 012005 doi:10.1088/1757-899X/142/1/012005
Journal of the Brazilian Society of Mechanical Sciences and Engineering, 41(8), 310. http://doi.org/10.1007/s40430-019-1810-z [23] Markov, O.E., Gerasimenko, O.V., Shapoval, A.A., Abdulov, O.R., & Zhytnikov, R.U. (2019).
The International Journal of Advanced Manufacturing Technology, 103, 3057–3065. doi: http://doi.org/10.1007/s00170-019-03749-4 [24] Markov, O, Zlygoriev, V, Gerasimenko, O, Hrudkina, N, Shevtsov, S (2018) Improving the quality of forgings based on upsetting the workpieces with concave facets.
Online since: August 2025
Authors: Olha Biedunkova, Pavlo Kuznietsov
Materials and Methods The horizontal sludge tank is located on the RNPP site as designed and is located between the RNPP cooling towers 1-3 (Fig. 1), which are designed to accumulate and remove SS from the cooling water system.
Biedunkova, Experimental Bench Tests on the Corrosion Resistance and the Environmental Safety of Structural Materials of the Cooling System of Nuclear Power Plant.
Key Engineering Materials 973 (2024) 3-10. https://doi.org/10.4028/p-S6MjB7 [2] S.
Science and Innovation. (2024) 20(2) 79–90; https://doi.org/10.15407/scine20.02.079 [5] M.
Problems of Atomic Science and Technology, 2 (2017) 109-113 [14] P.
Online since: July 2013
Authors: Maciej Kahsin, Marcin Luczak, Simone Manzato, Bart Peeters, Dariusz Potok, Maciej Rozycki, Dominik Sporna
Finally the new design of the aero-elastic tailored composite material blades with embedded fiber optic sensors will be validated.
To improve FE model some material parameters had to be changed.
Computations were performed on a 50Tflop cluster in TASK Academic Computer Centre in Gdansk, Poland. 9 REFERENCES [1] Kim, T., Lee, S., Kim, H., Design of Low Noise Airfoil with High Aerodynamic Performance for use on Small Wind Turbines, Science in [2] China Series E: Technological Sciences, 53(1) (2010), pp. 75
N., Design of a 3kW Wind Turbine Generator with Thin Airfoil Blades, Experimental Thermal and Fluid Science, 32(8) (2008), pp. 1723-1730
H., The Starting and Low Wind Speed Behaviour of a Small Horizontal Axis Wind Turbine, Journal of Wind Engineering and Industrial Aerodynamics, 92(14-15) (2004), pp. 1265-1279