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The PCD materials improve those drilling tools with high wear resistance, sharp cutting edge and excellent thermal conductivity.
Oxley: Journal of Materials Processing Technology.
Shih: Journal of Manufacturing Science and Engineering.
Jerzembeck: Journal of Materials Processing Technology.
Schumacher: Journal of Materials Processing Technology.

Introduction Carbon fiber reinforced plastic (CFRP), as a member of the advanced composite materials, possesses good characteristic and advantages, distinguishing from the traditional metal materials.
With regard to factors causing flaws of composite materials during drilling, the principal factors are related to the tool materials and geometry, drilling parameters and processing technique.
International Journal of Materials and Product Technology, 2012, v 43, n 1-4, p 43-67 [2] Tsao, C.C.; Chiu, Y.C..
Journal of Materials Processing Technology, 2010, v 210, n 8, p 1023-1034 [8] Ding, Jiangmin; Sun, Yanjie; Su, Chong.
Advanced Materials Research, 2011, v 186, p 161-164

Photovoltaics (PV) is exceptionally suitable for integration in building envelope, replacing conventional building materials while generating power simultaneously [3].
Solar Energy Materials and Solar Cells, 100(7465), pp.69–96.
Optical scatter measurement and analysis of innovative daylight scattering materials.
Solar Energy Materials and Solar Cells, 116, pp.291–323.
Athens Journal of Sciences, 1(4), pp.241–254.

Experimental Materials and specimens.
Tensile properties, Materials Science and Engineering A 367 (2004) 96-110
Rettenmayr, Effect of cooling rate on the solidification behaviour of Al–Fe–Si alloys, Materials Science and Engineering A 283 (2000) 218–224
Kaufman, The effects of Mn additions on the microstructure and mechanical properties of Al–Si–Cu casting alloys, Materials Science and Engineering A 488 (2008) 496–504
Kattamis, Tribological properties of SiCp-reinforced Al-4.5%Cu-1.5%Mg alloy composites, Materials Science and Engineering A 163 (1993) 107-113

Many of the new materials can only be produced by SHS.
The major drawback of the SHS is that it leads to low surface area materials.
Palloneb, Espostoa, R.Tomasia: Materials Science Forum Vol. 498-499 (2005), p. 648. 11.
Melo: Material Science Forum,Vol.498-499(2005), p.663. 15.
Greca: Materials Science Forum Vol. 530-531 (2006), p. 696. 21.

Therefore, damage material models should be used for failure prediction and to determine the forming limit curve (FLC) for these advanced materials.
Damage development can also be rate dependent in ductile materials.
These materials show enhanced post localization strains for higher strain rates [4].
International Journal of Mechanical Sciences, 50:918–931, 2008
Journal of Materials Processing Technology, 45:459–464, 1994

International Journal of Mechanical Sciences, Vol.39(1997),p.289
International Journal of Mechanical Sciences, Vol.42(2000),p.49
International Journal of Mechanical Science, Vol.39(1997),p.1199
Journal of Materials Processing Technology, Vol.184(2007),p.224
Journal of Material Processing Technology, Vol.168(2005),p.194

This trend has pushed the conventional design methods and construction materials to the edge.
Thus the need for sustainable construction materials cannot be overemphasize.
Materials Asphalt cement used in this study was 80/100 penetration grade.
Australian Journal of Basic and Applied Sciences, 5(11): 297-308, 2011 ISSN 1991-8178
Australian Journal of Basic and Applied Sciences, 4(10): 5456-5463, 2010 ISSN 1991-8178 ,INSInet Publication [9] J.

Based on a large number of data collected from several proceedings and journals published in Japan during 1981 to 2003, the influences of fly ash property, mixture proportion and curing condition on k value were investigated.
With this as a background, this study aims to determine fly ash's contribution to concrete strength under various conditions by collecting and organizing past test data published in recent issues of the proceedings and journals of Japanese academic societies.
The subject literature included the Journal of Structural and Construction Engineering (Transactions), Journal of Technology and Design, Summaries of Technical Papers of Annual Meeting, and Journal of Architecture and Building Science by Architecture Institute of Japan (AIJ); the Journals, Proceedings of Annual Conference, and Civil engineering by the Japan Society of Civil Engineers (JSCE); the Concrete Journal, Concrete Research and Technology, and Proceedings by Japan Concrete Institute (JCI); the Cement and Concrete, Cement Science and Concrete Technology by Japan Cement Association (JCA); and Electric Power Civil Engineering by Electric Power Civil Engineering Association (JEPOC) published from 1981 to 2003.
Table 1 Overview the collected and organized data * Items Range Items Range Types of fly ash Ι, ΙΙ, ΙΙΙ, ΙV Curing conditions Standard curing, Sealed curing, Air curing** Water-binder ratio, W/B ( %) 25 ~ 65 Water-cement ratio, W/C ( %) 30 ~ 150 Fly ash permutation ratio to cementitious materials, Fa/(C+Fa) ( %) 8 ~ 70 Water content, W (kg/m3) 150 ~ 185 Cement content, C (kg/m3) 100 ~ 550 Fly ash content, Fa (kg/m3) 34 ~ 300 Slump (cm) 8.0 ~ 25.5 Air content ( %) 1.5 ~ 5.5 *: The statistic data only includes those of concrete containing fly ash. **: "Air curing" refers leaving specimens in a room atmosphere after 7-day standard curing.
Nakamura: Strength Efficiency of Fly Ash in High-strength Concrete, Journal of Structural and Construction Engineering (Transactions of Architectural Institute of Japan), No.587, January 2005, pp.1-6 (in Japanese)

Duncan-Chang nonlinear elastic model is selected as the dam materials in ABAQUS, which is an nonlinear finite element analysis software.
In the finite element computation, Duncan-Chang nonlinear elastic model is used with dam materials[1-4].
Feng, Concrete Face Rock-fill Dam, Huazhong University of Science and Technology Press, Wuhan, 1993
Song, Deformation and stress analysis of Sanbanxi concrete face rockfill dam, Journal of Hydroelectric Engineering, 6 (2006) 34-38
Zhou, The equivalent dynamic shear modulus and equivalent damping ratio of rockfill material for dam, Journal of Hydraulic Engineering, 8 (2001) 20-23