Search results

Studied material LEK94 is a SX Ni-based superalloy of the second generation that is typically used for turbine blades.
Acknowledgements This work was supported by the state of North Rhine-Westphalia through the Research Department “Integrity of Small-Scale Systems /High-Temperature Materials”, and by ICAMS under Grant STKS-11-03_CALPHADEX.
Journal of Materials Engineering and Performance, Vol. 12(4). pp. 420-425 (2003)
Materials Chemistry and Physics.
Materials Science and Engineering A.

Materials and Methods Samples Preparation.
Sigmoid fitting is very similar to M-H curves of the magnetic materials.
Baker, Surface engineering of core/shell iron/iron oxide nanoparticles from microemulsions for hyperthermia, Materials Science and Engineering: C 30 (2010) 92-97
Dobson, Superconducting quantum interference device measurements of dilute magnetic materials in biological samples, Review of Scientific Instruments 76 (2005) 045101-045101-4
Harrell, Effect of AC gradient field on magnetic measurements with an alternating gradient magnetometer, Journal of Magnetism and Magnetic Materials 205 (1999) 121-129

Two materials were examined: shape-stable Aluminum alloy 2024 (AA2024) and shape-unstable unvulcanized rubber compound (UnRB).
Prior research has demonstrated its effectiveness on a wide range of materials.
This enhanced wettability can lead to improved adhesive bonding and overall performance of coated or bonded materials [11-14].
Krbata, DMA analysis of plasma modified PVC films and the nature of initiated surface changes, Materials 15 (2022) 4658
Smatko, Modifying wood surfaces with atmospheric diffuse coplanar surface barrier discharge plasma, Wood and Fiber Science 46 (2014) 459-464.

Materials Reagents. 4-nonylphenol polyethoxylates (NPnEO, purity>99%) with an average ethoxylation degree of 9-10 was purchased from Sigma-Aldrich Company and its CAS NO. is 9016-45-9.
Acknowledgments This research was supported by Graduate Innovation Fund of Hunan Province (CX2010B299) and Natural Science Foundation of Hunan Province, Hunan China.
[6] Martin Hesselsoe, Dennis Jensen, Kim Skals, et al: Environ Sci Technol Vol. 35(2001), p.3695-3700 [7] Dachs J, Van Ry DA, Eisenreich SJ: Environ Sci Technol Vol.33 (1999), p.2676-2679 [8] Toshimichi Maeda, Kazuhide Hayakawa, Mu You, et al: Microbes and Environments Vol. 20(2005), p.253-257 [9] Jonkers N, Knepper T, Voogt PD: Environ Sci Technol, Vol.35 (2001), p.335-340 [10] H Maki, N Masuda, Y Fujiwara, et al: Vol. 60(1994), p.2265-2271 [11] Shams Tabrez Khan, Yasuyoshi Nakagawa, Shigeaki Harayama: International Journal of Systematic and Evolutionary Microbiology Vol.58 (2008), p.1670-1674 [12] Frederick C.
Smith: Journal of Bacteriol Vol.119 (1974), p.736-747 [13] GEORGE M.

The material properties of concrete are shown in Table 1.
The material properties for the foundation soil are shown in Table 2.
Acknowledgements The authors appreciate the financial support from the China Postdoctoral Science Foundation under Grant No20080431063.
Journal of Tongji University, 2004, 32(1): 1-5.
International Journal of Impact Engineering, 2009, 36(6):965-974.

Introduction Human motion has long been investigated for several applications, such as medical rehabilitation, medical diagnostic, sport science, and even in product design [1,2,3,4,5].
Stanic, "Standardization of Kinematic Gait Measurements and Automatic Pathological Gait Pattern Diagnostics," Scandinavian Journal of Rehabilitation Medicine, vol. 9, pp. 95-105, 1977
Tsai, "A Versatile Camera Calibration Technique for High-Accuracy 3D Machine Vision Metrology Using Off-the-Shelf TV Cameras and Lenses," IEEE Journal of Robotics and Automation, pp.
Mahyuddin, "Gait Parameters Determination by 2D Optical Motion Analyzer System," Applied Mechanics and Materials, pp. 123-129, 2011

Data Access Components[13-14] In order to achieve real autonomy of the components, the materials directly related to all components should be integrated into the system during designing the system.
Acknowledgment Fund Project:  social science research funded projects for Youth in Hubei Province (Project Number: 2006q138), responsible person: Wu Honghua References [1] Brown, A. and S.T.B.
International Journal of Human-Computer Studies, 2008. 66(1): p. 1-22
International Journal of Wireless Information Networks, 2007. 14(2): p. 149-162

According to related laws and regulations, based on the typical causes of safety accidents in high-rise building construction and a complete overview on the construction safety situations, the paper uses the “4M1E” principle and builds a 3-layer index system of safety management evaluation from four aspects which are “Man, Machine & Material, Method and Environment”.
Table 1 Construction safety management system of high-rise buildings Target layer First layer Second layer Expert 1 Expert 2 Expert 3 Expert 4 Expert 5 Safety management system on the construction sites of high-rise buildings U personnel management system U1 Safety inspection system U11 90 85 90 80 90 Safety education and training U12 70 80 85 70 75 Safety management department U13 75 75 80 70 70 Safety fund safeguard system U14 80 95 80 85 80 Safety production responsibility system U15 60 55 75 70 65 Machine & Material management U2 Facilities & protective equipment management U21 80 85 90 80 75 Large mechanical equipment loading & unloading safety control U22 50 60 55 65 70 Mechanical equipment reliability testingU23 80 80 85 90 85 Mechanical equipment maintenance U24 90 95 85 80 85 Safety technique management U3 safety technical disclosure U31 70 60 65 70 65 construction management plan U32 80 85 80 75 80 Specialized construction scheme U33 85 80 95 90 80 Safety regulation for technical
[4] Xianzhi Lv, Jianyun Ma, Kun Tao, et al: Journal of Safety Science and Technology (In Chinese), Vol. 7 (2011), p. 138
[7] Tao Chen: Academic Journal of Daqing Normal University (In Chinese), Vol. 28 (2008), p. 79

This paper takes material loss rates of Construction (installation) Contractors' All Risks as the object of study, calculates the weighted maximum loss expectations and the expected loss rate through the project risk identification and risk estimation, then determines the adjustment coefficient.
The determination of the basic rate.The basic rate of office buildings is 1.2 ‰ -2.2 ‰, according to 95 edition of Construction All Risks reference rate sheet (material damage section).
Science & Technology Progress and Policy, 2008(10), 71-73.v.n Chinese
China Civil Engeering Journal, 2009(1), p.130-134.
Journal of Facilities Management，2003（1）,p.85-97

Fracture mechanism analysis of Mg-9Gd-4Y-0.6Zr alloy Xinming Zhang 1, a , Yang Xiao 1, b 1 School of Materials Science and Engineering�Central South University, Changsha 410083, China a email:xmzhang@mail.csu.edu.cn, bemail:905xy@163.com.
Jiang: Chinese Journal of Nonferrous Metals, Vol. 16 (2006), p. 709
Jiang: Chinese Journal of Nonferrous Metals, Vol. 16 (2006), p. 518