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(Barrett et. al., 1973; Ashby & Jones, 1994).
Retrieved on March 22, 2006, from http://www.isixsigma.com/syndicate/ email:kcrow@aol.com [10] Taguchi, G., El Sayed, M. & Hsaing, C. (1989).

Table 1– Chemical compositions of Ni-Ti alloys El.
Ni Ti Al Cu V etc.

. %) Element Mg Si Cu Zn Ti Mn Cr Al Amount (Wt %) 0.85 0.68 0.22 0.07 0.05 0.32 0.06 Balance The initial joint configuration was obtained by securing the plates in position using mechanical clamps.
The format of L9 orthogonal array was presented in Table 3.The quality characteristics such as ultimate tensile strength (UTS), yield strength (YS), percentage of elongation (% EL), and impact toughness (IT) of AA 6061 Aluminum alloy were evaluated for all the trials and then statistical analysis of variance was carried out.

El-Bagoury, Mat.
Ashby and A.L.

Valdevit el al. presented relevant design variables for optimization processes for steel sandwich panels with corrugated cores subjected to bending loads [12].

Reference [1] Wang Zhen, Yang Jianjun, Wu Mingyuan, et al.
El-Molla.

Abou El-Nour, R.A.A.
Al-Warthan, Carbon nanotubes, science and technology part (I) structure, synthesis and characterization, Arabian Journal of Chemistry, 5 (2012) 1-23. ].

Reference [1] K.M.Abou El-Nour, A.Eftaiha, A.Al-Warthan, R.A.Ammar, Synthesis and applications of silver nanoparticles, Arabian J Chem. 3 (2010) 135–40

., Al-Ajmi, M., 2006: Aero-thermo-mechanical characteristic of functionally graded material panels with temperature dependent material properties.
ICFDP 8, ASME conference, Sharm El-Sheikh, Egypt

In 1997, Huang et al
Substituting these parameters into Eq. (7), the modified optical path length difference can be expressed as: ( ) ( ) ( ) ( ) ( ) ( ) ( ) 0 0 0.5 0.5 0.5 0.5 1 0 0.5 0.5 0. 1 1 1 1 1 cos 1 cos 1 1 1 1 2 1 1 1 1 1 cos 1 + 1 1 1 1 1 A B w e o A A B B f fe fo EL d n n n n d n n n β β α α α α β α α α                     = × − − − + − − −                   − − − −                             − − − +         − − −         ( ) 1 0 5 0.5 1 cos 1 1 1 n β α             − − −          −            