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FT-IR spectra of oil palm fruits wastes (OPFW) materials are complex due to the various functional groups and the complicated chemical environment that exist in OPFW components.
Acknowledgement The author would like to thanks Sustainable Polymer Engineering, Advanced manufacturing and materials Center (SPEN-AMMC), Universiti Tun Hussein Onn Malaysia (UTHM), Johor and Malaysian Government for supporting this research under FRGS vot 1481.
“Renewable chemical feedstocks from integrated liquefaction processing of lignocellulosic materials using microwave energy,” Green Chemistry 14(10), 2821-2830 [4] J.
Journal of Applied Polymer Science 111(1): 508-516
Sun, Comparative study of hemicellulose isolated with alkaline peroxide from lignocellulosic materials.

Casas2,c 1Department of Civil Engineering, Peruvian University of Applied Sciences (UPC), Av.
SECTION MATERIAL LOC.
SECTION MATERIAL LOC.
Case Studies in Construction Materials, 1, 20
Journal of Earthquake Engineering, 1-26

Acknowledgements This work was financially supported by the Major National Science and Technology Project (No. 2008ZX07010-009), National Natural Science Fund of China (No. 30970166) and Key Science and Technology Project of Shandong Province (No. 2011GGH21605).
Peng: Ecologic Science, 15(1996): 26-31.
Zhou: Shandong vegetation, Shandong science and technology press (2000).
Wu: Journal of Lake Sciences, 15(2003): 364-368.
Du: Research of environmental science, 18(2005):1-4.

Slow pyrolysis heats materials at rates of 5 - 20°C per minute, lasting from minutes to hours, allowing reactions to reach equilibrium and yielding more solid char products.
Materials and Methods 2.1 Feedstock Selection and Availability in Nigeria Nigeria is among the top producers of bananas globally.
The materials were slowly pyrolyzed at an average temperature of 500°C for 2 hours using a laboratory-scale pyrolyser unit.
Journal of Agriculture and JFood Sciences / Vol. 14 No. 1
Soil Science Journal, 38(2), 101- 115

Introduction Diamond films prepared by Chemical Vapor Deposition (CVD) are important engineering materials due to their outstanding properties including high hardness, Young's modulus, chemical inertness and wear resistance.
Accepted for publication in Materials Science (Medžiagotyra, 2014)
Key Engineering Materials, 604 (2014) 126 – 129
Jumolea, An investigation into the surface fatigue of materials and thin layers using a sliding diamond spherical segment.
Tribotest Journal, 7 (2000) 125 – 135

In recent years, it has been reported in solar cells, electrochromic materials, antistatic plastic (fiber and polymer film), infrared ray absorbing heat-insulation materials, gas sensors, electrode materials, etc. [4-6].
It’s a new conductive material with great potential and broad market prospect.
Experimental Materials and main instruments.
Acknowledgements This work was financially supported by the National Natural Science Foundation of China (Contract NO. 21076047).
Zhang: CIESC Journal, Vol. 62 (2011), p. 1460.

Chemical composition of studied material [wt%] C Si Mn P S Cr Ni Mo V Fe 0.39 0.27 1.36 0.017 0.006 1.95 1.0 0.27 0.06 bal.
The amount of retained austenite in the materials is determined using a XRD 3003 PTS X-ray diffractometer.
Fracture surface of Charpy-V notch samples for the material austenitized at (a) 900˚C, (b) 950˚C, (c) 1000˚C and (d) 1050˚C.
Andersson, Materials & Design, Vol. 32 (2011), p. 21 [17] K.
Staniek, Journal of Materials Science, Vol. 9 (1974), p. 879 [19] Y.

LO1408 "AdMaS UP - Advanced Materials, Structures and Technologies", supported by Ministry of Education, Youth and Sports under the "National Sustainability Programme I" and the project GAČR No.16-02261S supported by Czech Science Foundation.
Naus, The Effect of Elevated Temperature on Concrete Materials and Structures.
Zumpano, Detecting Damage in Composite Material Using Nonlinear Elastic Wave Spectroscopy Methods, Applied Composite Materials, 15 (2008) 3, 115-126, ISSN 0929-189X, doi:10.1007/s10443-008-9061-7 [4] F.K.
Pandey, New Methodology for Source Characterization in Pulse Velocity Testing, Geotechnical Testing Journal, 32 (2009) 6, 1-16, ISSN 0149-6115, doi:10.1520/GTJ101689 [7] L.
Štefková, Correct Choice of Maximum Length Sequence in Nondestructive Testing, Advanced Materials Research, 1124 (2015), 280-287, doi:10.4028/www.scientific.net/AMR.1124.280 [8] L.

Human skin is a quasi-incompressible material.
That is why it is more difficult to press soft tissue than a sponge-like material.
The fixture made of a foam material was used to support and fix the palms.
Dandekar, et al., 3-D Finite-Element Models of Human and Monkey Fingertips to Investigate the Mechanics of Tactile Sense, Journal of Biomechanical Engineering. 125 (2003) 682-691
Nonlinear and viscoelastic characteristic of skin under compression experiment and analysis, Bio-Medical Materials and Engineering.13 (2003) 373-385 [11] S.J.

Introduction Reactive powder concrete (RPC) is a new type of concrete material with ultra-high strength, high durability and good crack resistance, which has been widely used in construction and transportation fields [1-4].
Thus： (11) (12) (13) Substitute into Eq. 5 to get: When calculating the deflection of pole, it is assumed that the bottom of the pole for embedded and fixed cantilever beam, the deflection of pole mainly comes from the elasticity of the material itself and after contact with the soil compression deformation, produced by the prestressed RPC pole presumes that foundation stiffness is very big, when pole build-in sections are all fixed, horizontal forces will lead to structural materials elastic deformation, the deflection of the peak at this time as follows: Where： ∑P—resultant horizontal forces; H—he height from the top of the rod to the fixed point; B0—short-term stiffness of reinforced concrete soil flexural members calculated by quasi-permanent combination of loads or prestressed concrete
The material parameters of the calculation model (prestressing steel bar, ordinary steel bar, reactive powder concrete, stirrups) are taken from the experimental values, as shown in Table 1-2.
Table 1 Table of Steel material parameters Type Section size/mm2 Young's modulus/MPa Poisson ratio Yield strength/MPa Prestressed steel bar8 78.5 2.06E11 0.3 1080 Non-prestressed steel bar8 314 2.06E11 0.3 500 Stirrup 50.24 2.06E11 0.3 335 Table 2 Table of concrete material parameters Expansion angle Eccentricity fb0/fc0 K Viscous parameter 0.22% 746 223.8 727.4 365.6 Using the separated modeling method, the model is divided into the following parts: (1) The components of concrete, prestressing steel bar, non-prestressing steel bar and stirrup are established respectively; (2) Creating material and cross-sectional attributes; (3) Define the assembly, and assemble the RPC, steel bar and longitudinal bar into one component, with fixed constraints at the bottom of the pole.
Journal of Three Gorges University (Natural Science Edition), Vol. 29 (2007), p. 415-420