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The joint is a composite that makes use of three materials: shape memory alloy (SMA) as face sheets, shape memory polymer (SMP) for core material, and nichrome wire to provide additional heating.
Next, the structure is strategically cooled in such a way as to retain as much of the contraction as possible while the materials revert back to their cooled states.
"T th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference an Exhibit, (1998).
"Evaluating t rd on aircraft performance," AIAA-2002-1631, 43 AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference, (2002).
"Comparison of Morphing Wing S th AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conferenc (2004).

Self-adsorption fiber board is a new type of functional wood-based panel belonging to the category of functional compound material, which utilizes the composite element functional processing method [9].
Physical and Mechanical Performance of Self-adsorption fiber board Amount of added activated carbon Density [g/cm 3] Bending strength [MPa] Elastic modulus [MPa] Internal bond strength [MPa] 24h water absorption thickness expansion rate [%] No addition 0.76 30.04 2350.72 0.30 13.95 3% powder 0.78 30.61 2265.98 0.38 15.60 5% powder 0.78 31.26 2360.06 0.41 16.10 10% powder 0.79 34.04 2526.26 0.45 18.95 3% grain 0.78 30.43 2312.87 0.42 14.78 5% grain 0.79 32.46 2257.87 0.59 15.15 10% grain 0.81 32.16 2315.88 0.56 9.70 (2)Test on formaldehyde release of self-adsorption fiber board In accordance with the regulation of GB /T18580-2001 Indoor Decorating and Refurbishing Materials-Limit of Formaldehyde Emission of Wood-based Panels and Finishing Products, the drier method is adopted to test the formaldehyde emission of self-adsorption fiber board . 0 0.2 0.4 0.6 0.8 1 Amount of addition % F o r m a l d e h y d e e
Discussion Physical and mechanical performance The composition element of self-adsorption fiber board is added with activated carbon, especially the activated carbon grain, which plays a role in reinforcing composite material, therefore, theoretically, the mechanical performance of the panel will be improved.
Forest Products Journal, 1999, 49(1):49-55 [4] Jack D Thrasher, Kaye H Kilburn.
Jiangsu Environmental Science and Technology (supplement 2): 43-45

Introduction Gundrilling is a specialized material removal process for the construction of deep holes with typical depth to diameter ratios of greater than 10.
Primarily, this type of nickel-chromium-based superalloy is highly prone to work hardening [5] in which machining of the outer layer of material increases the hardness of the subsequent layer through sub-surface plastic deformation.
With the increased in hardness, higher magnitude of cutting force (energy) is required to machine the same amount of materials.
Teo: Journal of Materials Processing Technology Vol. 63 (1997), 199-204
Mannan: Machining Science and Technology Vol. 4-1 (2000), 127-168.

., Room 2-2601, A Building, No. 24, Culture East Road, Lixia Region, Ji¢nan, Shandong, China 2School of Civil Engineering, Shandong Jiaotong University, No. 5001, Crabapple Road, University Science Park, Changqing Region, Ji¢nan, Shandong, China awbaoqun@163.com, bjgzhang0508@163.com Keywords: tunnel entrance, forepoling bolt, pre-supporting, finite numerical simulation, complicated geological condition Abstract.
Mechanical parameters of surrounding rock and supports materials are shown in Table 1.
Table 1 Mechanical parameters of the materials Types of materials Elastic modulus (Gpa) Poisson ratio Cohesion (Mpa) Internal friction angle (°) Density (kg.m-3) Surrounding rock 0.30 0.40 0.15 19 1900 Primary supports 28.5 0.23 － － 2500 Reinforced area of systematic bolts 0.33 0.40 0.15 19 1900 Forepoling bolts 210 0.30 － － 7700 Analysis of Internal Force and Safety Factor of Primary Support Five control points in section have been chosen for analysis, and position of control points is shown in Figure 2.
Chinese Journal of Rock Mechanics and Engineering.

Figure 1 The building of reservoir slope section plane Figure 2 The Area of slope sliding led to building superstructure foundation settlement after cracking Table 1 Member size and strength of material Member Cross-section /mm Strength of material Upright post 450×450 C25 Beam 250×350 C25 Foundation beam 300×400 C25 Pile 800×800 C25 Wall 240 Mu10 Floor 100 C25 Table 2 The related parameters of soil Soil number Proportionality constant Internal friction Average bulk density Lateral pressure coefficient Negative friction coefficient The friction strength 1 2000 10 16.5 2000×H 0.3 -4.80e3 2 4000 22 18.0 4000×H 0.3 -16.14e3 3 3000 30 20.0 5000×H 0.3 -33.78e3 Figure 3 The structure layout Figure 4 Distribution of soil profile Figure 5 8 single piles settlement Figure 6 Roof beam and column position location number intersected 12 nodes location number Material Character.
Table 5 Comparison of internal force and displacement of load step table Number Result 0 1 2 3 4 5 6 7 8 Model node y maximum displacement (m) 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 Floor node y maximum displacement (m) 0.0043 0.0305 0.0221 0.0272 0.0347 0.0238 0.0174 0.0220 0.0280 Wall node y maximum displacement (m) 0.0020 0.0305 0.0221 0.0272 0.0347 0.0238 0.0174 0.0220 0.0280 Maximum frame bending moment E6 0.0808 1.230 2.230 2.920 1.520 2.180 2.070 2.720 2.810 Maximum value of frame-shear E6 0.1971 3.530 5.410 6.780 4.350 5.100 4.850 6.360 6.590 Axial force maximum frame E7 0.112 15.20 15.20 19.10 3.790 14.20 14.20 18.60 3.720 Lower Figure 7 and Figure 8 from the previous comparison results can be seen, in the same material, size, and the same gravity loads under those conditions, after the settlement of the upper 12 nodes of displacements and stresses are greater than when not settlement.
Design of superstructure Foundation and when considered separately, in order to meet seismic bearing capacity of structure shall increase the strength of materials.
Journal of Chongqing Jiaotong University Natural Science,Vol. 540-543 (2008), p. 27(4).

Material and Methods Materials.
Despite the large scatter (R2=0.5), there is a linear positive trend with the UPV, which is in agreement with the theoretical assumption that ultrasonic pulse velocity is directly dependent on the density of the material, where longitudinal waves are measured.
Erdogan, Correlating sound velocity with the density, compressive strength and Young’s modulus of carbonate rocks, International Journal of Rock Mechanics & Mining Sciences. 41(2004) 871–875
Spanu, Some mechanisms of microstructure weakening in high-porous calcareous stones, Materials and Structures (2006), 39, 525–531.

Fig.1 3D traffic environment construction procedure Materials.
In 3Dmax, UC-win/Road can read the maps successfully only when them being appended by the material editor, set the mapping mode by UVW map.
Built-in model editor can edit size, materials and properties of the building.
The contours of warning signs, prohibition sign and some mandatory signs like round or triangular, so that a fit black map must be attached to reproduction pattern, check in the process of adding "through the black part of the material" option, then it can show its special contour in the 3D road network.
References [1] Qing Zhu, Hui Lin: Study on the virtual 3D city model city in environment of digital city geographic information system (Wuhan University Publications, China 2004) [2] Yonggang Zhang, Jianmin Xu, Jian Xiong: Journal of Chinese People’s Public Security University (Science and Technology) Vol. 65 (2010), p.73.

Its configuration and dimensions are given in Fig. 1and 2, and the material properties are listed in Table 1.
Its configuration and dimensions are given in Fig. 1, and the material properties are listed in Table 1.
Its configuration and dimensions are given in Fig. 7, and the material properties are listed in Table 1.
Acknowledgements The authors are grateful to the financial support by the national Natural Science Foundation of China(No. 51278299) References [1] Wielgosz C, Thomas J C.
[4] H.F.Tan, Y.L.Li, L.N.Mao,X.W.Du,Free Vibration Characteristics of Inflatable supporting tube, Journal of Harbin Institute of Technology.45(5)(2008)709-713 [5] Gao Haijian.

Material properties of concrete Specimen Compressive strength (MPa) Static elastic Modulus (GPa) Non-damaged 30.7 20.5 Damaged 25.7 10.3 Photo 1.
Material properties.
[2] Choi W. and Yun, H.: Acoustic emission activity of CFRP-strengthened reinforced concrete beams after freeze–thaw cycling, Cold Regions Science and Technology 110 (2015) 47-58
[3] Hasan, M., Okuyama, H., Sato, Y, and Ueda, T.: Stress-strain model of concrete damaged by freezing and thawing cycles, Journal of Advanced Concrete Technology, Vol.2, No.1 (2003) 89-99
(in Japanese) [5] Berto, L., Saetta, A., and Talledo, D.: Constitutive model of concrete damaged by freeze–thaw action for evaluation of structural performance of RC elements, Construction and Building Materials 98 (2015) 559-569

In the base kitting-up, the installation is equipped with six vacuum-arc evaporators (VAE) with the devices for metal plasma macroparticles filtering (MPF), high frequency dual magnetron, gaseous plasma generator with a heated cathode, source of ion beams and plasma of conductive materials based on vacuum-arc discharge (VAD), high voltage pulsed generator for the realization of regime of high-frequency short-pulse plasma-immersion ion implantation and/or coating deposition [6-8].
New generation installation of ion-beam and plasma material treatment: а) scheme; b) external view.
Acknowledgement The work was supported by Ministry of Education and Science of the Russian Federation.
Russian Physics Journal. 10/3 (2007) 275-280 (in Russian)
Nasyrov, Sources and methods of repetitively pulsed ion/plasma material treatment.