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These data files were then combined in the virtual laboratory provided in SScanSS software [12] to produce an experiment model, in which measurement points were then defined within the sample geometry at locations of interest.
Kraft, Summary of Emerging Titanium Cost Reduction Technologies, (EHK Technologies-for ORNL, Vancouver, WA, 2004), 1-59

This gradually leads to reserve reduction of high-quality limestone.
The netzsch company STA 409 EP integrated thermal analyzer was used to analyze the thermal performance data of limestone.

This reduction in elongation is primarily attributed to the poor dispersion and agglomeration of raw graphite within the polymer matrix.
In contrast, Fig. 5(b), based on data obtained in this study, presents the stress-strain behavior of composites containing NPP graphite.

(These data are from Steels and Metals Market Research 2010) Fig 1.
Duplex and triplex process route in stainless steel making [8] During the final stages of producing basic mill forms—sheet, strip, plate and bar—and bringing these forms to specific size and tolerances, the materials are subjected to hot reduction with or without subsequent cold rolling operations, annealing, and cleaning.

This crosslinking reaction promotes a decrease in starch solubility, due to the reduction of the number of hydroxyl groups that are free to interact with water.
a= this work b= other works FTIR vibration Wavenumber (cm-1) SF RS STMP SF–RS blended film SF–RS hydrogel a b [8] a b [3] a b [1] a a Overlapping O-H,N-H O-H (stretching) N-H (stretching) C=O (stretching) N-H (bending) C-N (bending) C-O (stretching) P=O (stretching) P-O-C (stretching) P-O-P (stretching) - - 3450 1669 1524 1238 - - - - - - 3268 1660 1540 1240 - - - - - 3424 - 1641 - - 1020 - - - - 3233 - 1620 - - 989 - - - - - - - - - - 1316 - 998 - - - - - - - 1269 - 998 3447 - - 1651 1539 1239 1023 - - - 3421 - - 1650 1540 1240 1023 - 1023 - Molecular linkages The 1H NMR spectra of SF–RS blended film and hydrogel in Fig. 4 and the signal data in Table 2 can be used to characterize the molecular linkages between the O–H groups of RS, the N–H groups of SF and triphosphate groups of STMP.

Nevertheless, there is no critical material property data available for welded steel structures used in the ship building industry.
Recalling the results from the microhardness tests (Fig. 1), this was an expected remark since the increase of hardness in the welded region and its consequent embrittlement caused a reduction in terms of the plastic deformation, which ultimately reflects itself in a decrease of elongation at break values registered in the welded tensile specimens.

This was triggered by the increasing awareness of environmental issues, depleting petroleum sources, utilization of abundantly available natural fiber and the availability of improved data on the properties and morphologies of natural fibers materials [1].
Unfortunately, this phenomenon is not sufficient to enhance the composite tensile strength for the samples at this condition setting due to the fiber damages could lead to the tensile strength reduction.

At the same time, it also take an active part in international activities and European activity within the organization, promotes between the members of the international and domestic information and data communication[6,7].
[9] Zhang Gang, Gui Herong, Stuely on the Chemical Oxygen Demand(COD) reduction of min-ing wastewater by modified fly ash, J. 2nd International Conference on Asian-European Environmental Tech-nology and KnowledgeTransfer. 2008

In accordance with the data obtained by the XRD, the planes of the diffraction peak and the integrated intensity of the diffraction peak were identified.
In Fig. 1, it can be found that (110)α´ (200)α´ (211)α´ increased and (111)γ (200)γ (220)γ (311)γ (222)γ decreased with area reduction of the cold drawing.

Numerical results are in good agreement with experimental data (considering the unavoidable scattering of the experimental results).
Finally, it can be underlined that averaging the force-displacement curve (Fig. 6a) during the decohesion phase, a reduction of the overall resistance of the masonry (with mortar joints) with respect to the behavior obtained considering the solely brick is obtained.