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Online since: June 2017
Authors: Cheng Hu Dai, Zhi Xian Wei, Zhi Yong Pang, Sheng Hao Han
One dimensional (1-D) organic materials have a bright prospect in the field of optoelectronics.
Also, the 1-D organic materials exhibit bright prospects in the application of nanosensors [11].
Intrigued by the bright prospect of 1-D organic materials, many efforts have been put to achieve 1-D GaQ3 crystal to realize better usage.
Experimental Materials.
Zhang, Journal of Molecular Structure: THEOCHEM, 755 (2005) 19-30
Online since: August 2016
Authors: Radomír Mendřický
The reason or using these materials is their ability to form caverns during their staining (where the Butadiene dissolves from the surface of the material), while the galvanic coating fills the caverns.
Measurement of Radius of Curvature by Coordinate Measurement Machine, Applied Mechanics and Materials, Vols. 284-287, 2013. pp. 488-492 [2] ŠUBERT, L.
Strojniški vestnik - Journal of Mechanical Engineering [online]. 2011, vol. 57, no. 11, pp. 826-833 [quote 08/02/2016].
MM Science Journal, vol. 2015, no.
Optical Materials.
Online since: May 2012
Authors: Hai Yan Kong, Guo Sheng Han
Gunn (1972) [3] first grouped destination image into two factors: (1) organic image, which indicated tourists’ impression of a destination without physically having visited the place; (2) induced image, which is formed through promotional materials or actual visitation.
Acknowledgements This paper was supported by Shandong Social Science Planning Research Grant #10CJGJ60.
Journal of Travel Research, 26(2), 15-19, 1987
Journal of Travel Research, Vol.38(5), pp.411-416. 2000
Journal of Travel Research, Vol. 29(2), pp.10-16. 1991
Online since: August 2015
Authors: Le Van Nguyen, Yakov Iosifovich Soler
Engineering Journal. 11 (2009) 26-61
Gorog, Flatness measurement by multi-point methods and by scanning methods, Ad Alta: Journal of Interdisciplinary Research. 1 (2011) 124-127
Ye et al., Minimum zone evaluation of flatness error using an adaptive iterative strategy for coordinate measuring machines data, Advanced Materials Research. 472 (2012) 25-29
Kaplonek, Analysis of flatness deviations for austenitic stainless steel workpieces after efficient surface machining, Measurement Science Review. 14 (2014) 240-212
[8] Sohyung Cho, Joon-Young Kim, Straightness and flatness evaluation using data envelopment analysis, The International Journal of Advanced Manufacturing Technology. 63 (2012) 731-740
Online since: December 2012
Authors: He Sheng Tang, Chang Yuan Hu, Li Xin Deng, Song Tao Xue
The material properties (modulus of elasticity E) and loads on node 1 (Fx, Fy, Fz) are considered uncertain.
In this paper, a typical truss structure with uncertainty in both material properties and load is investigated using evidence theory.
[2] Helton J.C, Uncertainty and sensitivity analysis in the presence of stochastic and subjective uncertainty, Journal of Statistical Computation and Simulation, 1997, 57: 3–76
[3] McClean S, Scotney B, Using evidence theory for the integration of distributed database, International Journal of Intelligent Systems, 1997, 12(10): 763-776
[10] Storn R, Price K, Differential evolution- A simple and efficient adaptive scheme for global optimization over continuous spaces,Journal of Global Optimization, 1997, 11(4): 341-359.
Online since: August 2016
Authors: Feng Xu, Wen Zhi Zhu
System Sciences, 2000.
Journal of XI'AN Jiaotong University,42(4),389-394(2008)
Journal on Communications,35(1),198-206(2014)
Journal of Software,23(5),1222-1232(2012)
Applied Mechanics and Materials.
Online since: October 2018
Authors: Giulio Lorenzini, Ulavathi S. Mahabaleshwar, Vinay Kumar Poorigaly Nanjundaswamy, Mohaddeseh Mousavi Nezhad, Patil Mallikarjun
The geophysical, industrial and technological processes involving porous medium and materials are frequently encountered.
Polymer Science and Engineering Series, Van Norstrand Reinhold
Journal of non-Newtonian Fluid Mechanics 45(3) 291-310
International Journal of.
Journal of Porous Media 16(6) 483-500
Online since: December 2012
Authors: Li Na Ke, Quan Ming Wang, Yong Hua Li, Yong Qiang Cao
Chen:Canadian Journal of Civil Engineering, 2004, 31(1): 56-64
Zheng: Journal of Food Engineering, 2007,79(4): 1243-1249
Wang: Journal of Hydraulic Engineering, 2011,42(03): 253-261,270. ( in chinese) [9] S.
Hu:Journal of Hydraulic Engineering, 2006,37(03): 264-271,277.( in chinese) [10] R.
Yu:Marine Environmental Science, 2005,24(03): 64-67. ( in chinese) [12] X.
Online since: February 2011
Authors: Feng Jun Chen, Lian Fa Yang, Cong Qiang Wu
Two kinds of tubular materials, stainless steel 1Cr18Ni9Ti and low carbon steel 20, were used in the simulation.
The materials were assumed to be isotropic, homogeneous and incompressible in deformation behavior and described by the power law of σ=1340ε0.34andσ=736ε0.233, respectively.
The logarithmic ΔL is in linear proportion to the logarithm μ, i.e. the ΔL is in exponent proportion to μ at various peak pressures for the two tubular materials, so the COF in expansion zone of the tube can be estimated by using both of experiments and FE simulations based on the relationship.
Acknowledgements This work was financially supported by the Natural Science Foundation of China (51065006), Guangxi Natural Science Foundation (0832243) and Guangxi Key Laboratory of Manufacturing System & Advanced Manufacturing Technology (09-007-05S007).
Lianfa: Chinese Journal of Mechanical Engineering, Vol. 41(2005), p. 180-184
Online since: January 2012
Authors: Zhi Gang Zhao, Zhi Fang Zhao, Li Jian Yang, Xiao Jie Feng
In recent years, researchers started to adopt inverse analysis method based on simple fracture tests to study the softening curve of concrete material.
The initial tangent modulusand poisson ratioof the concrete specimens, listed in Table 1, are used as material input for the specimens.
The fracture energy , fracture toughness can be obtained by direct tension test and wedge splitting test of the same material.
Acknowledgments This work was supported by a grant from Zhejiang Provincial Natural Science Foundation of China (Y1100757), National Natural Science Foundation of China (50409005) , Zhejiang Provincial Key Innovation Team (2010R50035) and Zhejiang Provincial Key Laboratory of Hydraulic Disaster Prevention and Mitigation (FZ1103).
This work was also supported by International cooperative research project between Zhejiang University of Technology (College of Civil Engineering and Architecture) and Center for Advanced Cement-Based Materials, Northwestern University, USA.