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Kapuria et al. [4] presented a higher-order zig-zag theory for thermal stress analysis of laminated simply supported beams.
Mahi et al. [11] studied the free vibration of pre-stressed FGM beams.
These models are derived via a Unified Formulation (UF) that has been previously proposed for plates and shells, see Carrera [13], and, then, extended to the analysis of beam structures, see Carrera et al. [14], Giunta et al. [15, 16, 17], Catapano et al. [18] and Koutsawa et al. [19].
Very comprehensive and thorough reviews addressing also computer implementation related can be found in Liu and Gu [26] and Nguyen et al. [27].
The material elastic and thermal properties are: EL = 172.72 GPa, ET = 6.91 GPa, GLT = 3.45 GPa, GTT = 1.38 GPa, νLT = νTT = 0.25, KL = 36.42 W/mK, KT = 0.96 W/mK, αL = 0.57 · 10−6K−1 and αT = 35.60 · 10−6K−1.

The FTIR spectrum of graphene it has been shown in Rattna & et al [24].
By using solid state nuclear magnetic resonance (NMR) spectroscopy to probe the samples, Lerf et al.(1998) [37] were able to suggest a nonstoichiometric form, containing hydroxyl and epoxy functional groups and some carbonyl groups (carboxyl, carbonyl, ester) along the graphite oxide sheet edge.
Punckt et al. (2013) [39] reported the smallest ratio of (C/O) to obtain electrical conductivity again is 7.3±0.1, and lower that the GO is still an insulator [40].
Chafik El Idrissi, S.

In order to minimize crystallization and to reduce interfacial SiO2 formation, the thermal stability of the high-k oxides can be increased by adding Si, Al, or N to the dielectric [36,39,40,41,42].
On top of all of these gate stacks, a metal gate consisting of 10 nm TaN and 300 nm Al was deposited by RF sputtering.
Even though, the monoclinic phase is the most stable, the tetragonal phase can be tuned by temperature, film thickness, or doping (e.g., promising elements are Si, Al, etc).
El-Kareh: IEEE Electr.

Selection of a Pavement Structure From Technically Established Alternatives Based on Construction Cost, Energy Consumption, and Carbon Footprint Wissem TAKTAK1,a*, Amara LOULIZI2,b 1,2Laboratory of Materials, Optimization, and Environment for Sustainability, National Engineering School of Tunis, Tunis El Manar University, Tunis 1002, Tunisia awissem.taktak@enit.utm.tn, bamlouliz@vt.edu Keywords: Pavements, Embodied Energy, Carbon Footprint, Life Cycle, Present Worth.
Harvey et al. [17] present in their report a framework for carrying out a specific LCA for pavement systems following ISO 14044 standard [18].
Blomberg et al., « Partial life cycle inventory or “eco-profile” for paving grade bitumen », European Bitumen Association (In.), Brussels, Belgium.
[16] ISO 14040, Environmental Management – Life-Cycle Assessment - Principles and Framework (ISO 2006a) [17] Harvey, J., Meijer, J., Ozer, H., Al-Qadi, I.

Al-Sabagh, Polyaniline nanotubes: Facile synthesis, electrochemical, quantum chemical characteristics and corrosion inhibition efficiency, J.
El-Hefnawy, S.

Lu, E.L.
Al-Shareef, R.

El-Hagary, M.E.
Al-Rashidie, S.
Susha, A.L.
Al-Kabbi, G.S.S.
Susha, A.L.

The thermodynamic nature of an adsorption process could be obtained from the change in equilibrium constants K with respect to temperature, and according to Van’t Hoff equation: (16) (17) Atia et. al. [8] used the binding constant KL to substitute the equilibrium constants K in deducing thermodynamic parameters.
[3] El-Shahat, M.F.; Moawed, E.A.; Burham, N.

El-Hassan, P.
Tunio et al, Effect of Coarse Aggregate Gradation and Water-Cement Ratio on Unit Weight and Compressive Strength of No-fines Concrete, Engineering, Technology & Applied Science Research 9 (1) (2019) 3786-3789

Kodur et al. (2014 discovered a similar result, stating that due to water loss, the density or mass of concrete reduces with increasing temperature [27].
El-Attar and A.