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El-G, M.
Yao, et al: Microelectronics & Computer, Vol.28 (2011) No.3, p.17 [5] L.
Hwang, et al: Journal of Sound and Vibration, Vol.27 (2004) No.6, p,1065 [9] C.

Acta materialia, 2003, 51, p. 2055 [4] TAN Cheng-wen, XU Shan-na, WANG Lu, et al, Trans.Nonferrous Met.Soc.China,17(2007), p. 41 [5] Y.N.
Gullett, et al, Scripta materialia, 60(2009), p. 182 [8] E.
El-Magd, M.

[5] Hermoso J, Dufour J, Gálvez J L et al.
[6] Abd S S, Sayyah S M, El-Deeb M M.
[8] Ma L, Yan Y G, Li X Y, et al.

(4) Gitman et al. [11] simplifies two length scales in the Mindlin theory in elasticity, where the higher-order elastic parameters are proportional to the conventional elastic stiffness coefficients by the internal length material parameter l, .
Emelyanov, A.L.
Gad-el-Hak: MEMS-Introduction and Fundamentals.

Properties of GFRP panels Density γ 1800 [daN/m3] Flexural transversal elastic modulus (profile) ET 8.5 [GPa] Longitudinal tensile strength σt 0.2-0.5 [GPa] Shear modulus (profile) G 3-5 [GPa] Tensile elastic modulus (specimen) Et 20-30 [GPa] Poisson’s coefficients (Longitudinal) νL 0.23 Flexural elastic modulus (specimen) Ef 15-20 [GPa] Poisson’s coefficients (Transversal) νT 0.09 Flexural longitudinal elastic modulus (profile) EL 25-30 [GPa] Table 2.
[14] Turvey, G.J., Evaluation of the structural performance of box beams fabricated from a system of pultruded profiles”, Composites in Constructions, Figueiras et al., 2001
[16] Seible, F., Karbhari, V.M., Zhao, L., Hose, Y., ”Development and implementation of modular bridge systems”, Composites in Constructions, Figueiras et al., 2001 [17] Boscato G., Russo S., Experimental investigation on repair of RC pavements with SFRC, 2nd International Conference on Concrete Repair, rehabilitation and Retrofitting II - Proceedings of the 2nd international Conference on Concrete Repair, Rehabilitation and Retrofitting, (ICCRRR08), pp. 449-450.

Bate et al [3] identified seven parameters as representative descriptor ground force data that characterize the essential features of the force components.
[2] Natali AN, Forestiero A, Carniel EL, et a1.
Biomechanics Ⅷ-B,Champaign, IL:Human Kinetics Publishers.pp.635-640 [4] White R, Agouris I , Selbie RD, et al..

[3] HAO Jiangtao, Liu Nian, Xing Jinyu, at el.
[9] Tayjasanant T, Wang W, Li C, et al．Interharmonic-flicker curves[J].
[10] YONG Jing, SUN Caixin, LI Jianbo, et al.

Introduction GH4169 is a nickel-based superalloy, which is strengthened primarily by (Ni3Nb) phase and complementally by [Ni3(Al, Ti)] phase [1].
Table 1 Chemical composition of GH4169 C Cr Ni Co Mo Al Ti Fe Nb ≤0.08 17~21 50~55 ≤1.0 2.8~3.3 0.3~0.7 0.75~1.15 Remained 4.75~5.5 B Mg Mn Si P,S Cu Ca Pb Se 0.006 0.01 0.35 0.35 ≤0.015 0.3 0.01 0.0005 0.0003 Fig.1 Geometric dimension of test specimens Results and discussion Table 2 shows the CTOD for high frequency TIG welded joints of superalloy GH4169 and Table 3 shows the CTOD for TIG welded joints of superalloy GH4169.
[2] THOMAS A, EL-WAHABIM, CABRERA J M, PRADO J M.

Kosynkin, et al: Journal of Alloys and Compounds Vol. 303(2000), p. 421
[2] Kwon, et al, U.S.
[4] El-Gholabzouri, Cabrerizo O, and Hidalgo-Alvarez R : Colloid and Interface Sci.

Tushar et al. [11] conducted a lifecycle assessment of a mixture of glass waste to understand its impact on the aggregate.
Boldovino et al. [29] established that waste glass is a proficient recycled material for soil stabilization.
Abd El Aal. (2021).
El-Seidy, M.
Al-Kheetan, M.