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Online since: July 2010
Authors: Masasuke Takata, Shingo Fujihara, Yuichiro Kuroki, Tomoichiro Okamoto
Characteristics of Hot Spot Oxygen Sensor Using
GdBa2Cu3O7-δ Ceramic Rod with Gd2BaCuO5 Core
Shingo Fujihara, Yuichiro Kuroki, Tomoichiro Okamoto and Masasuke Takata
Department of Electrical Engineering, Nagaoka University of Technology
1603-1 Kamitomioka, Nagaoka, Niigata 940-2188, Japan
takata@vos.nagaokaut.ac.jp
Keywords: GdBa2Cu3O7-δ, dip coating, oxygen sensor, hot spot.
In other words, the material shows a positive temperature coefficient of resistivity (PTCR).
Takata: Key Eng.
In other words, the material shows a positive temperature coefficient of resistivity (PTCR).
Takata: Key Eng.
Online since: August 2012
Authors: Zhao Jun Yang, Xiao Ming Zeng, Jie Fang, Kai Wang, Yan Zhu, Ye Hu
Research on Loading Method of Linear Motor Reliability Test
HU Ye1, a, YANG Zhaojun1, b, ZENG Xiaoming2, c, FANG Jie1, d, WANG Kai1, e, Zhu Yan1, f
1College of Mechanical Science and Engineering, Jilin University, Changchun, P.R.China
2Renesas Semiconductor Product Training Center, Renesas Solutions Corp., Tokyo, Japan
ahuyanyiren@126.com, byzj@jlu.edu.cn, cxiaoming.zeng.zn@bp.renesas.com, dfonjet@qq.com, ewangkai10@mails.jlu.edu.cn, fbfo123@qq.com
Key words: linear motor; reliability; dynamic loading; non-contact; servo control
Abstract.
Non-contact loading mainly uses gas, fluid and magnetic material.
Non-contact loading mainly uses gas, fluid and magnetic material.
Online since: May 2010
Authors: Herbert F. Schweinzer, Georg Kaniak
Principles for Echo Position Determination Using Airborne Ultrasound
Georg Kaniak a
, Herbert Schweinzer b
Vienna University of Technology
Institute of Electrodynamics, Microwave and Circuit Engineering
Gusshausstrasse 25/354, A-1040, Vienna, Austria
a
georg.kaniak@tuwien.ac.at, b
herbert.schweinzer@tuwien.ac.at
Keywords: Ultrasound, Angle Determination, Scene Analysis
Abstract.
One key element for the accuracy of echolocation systems is the echo detection.
Siegfried Bauer and Petr Bartu from the Institute of Experimental Physics, Johannes Kepler University, Linz for their continued support in providing material for our receivers based on ferro-electret foil.
One key element for the accuracy of echolocation systems is the echo detection.
Siegfried Bauer and Petr Bartu from the Institute of Experimental Physics, Johannes Kepler University, Linz for their continued support in providing material for our receivers based on ferro-electret foil.
Online since: December 2010
Authors: Hao Liang Jiang, Ri Hui Liu
Experimental Study on Inner Reinforced Concrete-Block
Composite Shaft Lining
Haoliang Jiang 1,2, a, Rihui Liu3
1 Mine Construction Branch of China Coal Research institute, Beijing, 100013, China
2 Beijing Mining Branch of China Coal Research institute, Beijing 100013, China
3Beijing China Coal Mine Engineering Company, Limited., Beijing, 100013, China
ajhaol@163.com
Keywords: Concrete-Block Composite Shaft Linin; Model Test; Freeze Sinking Method
Abstract.
Table 1 the parameter of out block shaft lining Test NO. geometry size (mm) Parameter of block Outer diameter Inner diameter height material strength mortar 1 1500 1300 500 concrete C50 M10 2 1470 1270 500 concrete C50 M7.5 3 1470 1270 500 concrete C50 M7.5 4 1470 1270 500 concrete C50 M5 Table 2 the parameter of inner reinforced concrete shaft lining Test NO. geometry size (mm) Concrete strength requirements of second loading stage Outer diameter Inner diameter height 1 1300 1070 500 35MPa 2 1270 1070 500 30MPa 3 1270 1070 500 30MPa 4 1270 1070 500 30MPa Fig. 1 structural diagram of shaft lining Manufacture of test model shaft lining Block was made of 52.5R ordinary portland cement,geometry size was show as Fig.2.block concrete cubic compressive strength is 53.15Mpa.
Acknowledgements This study is funded by National Key Technology R and D Program for the 11th five-year plan (No.2008BAB33B03) References [1] Hong Boqian.
Table 1 the parameter of out block shaft lining Test NO. geometry size (mm) Parameter of block Outer diameter Inner diameter height material strength mortar 1 1500 1300 500 concrete C50 M10 2 1470 1270 500 concrete C50 M7.5 3 1470 1270 500 concrete C50 M7.5 4 1470 1270 500 concrete C50 M5 Table 2 the parameter of inner reinforced concrete shaft lining Test NO. geometry size (mm) Concrete strength requirements of second loading stage Outer diameter Inner diameter height 1 1300 1070 500 35MPa 2 1270 1070 500 30MPa 3 1270 1070 500 30MPa 4 1270 1070 500 30MPa Fig. 1 structural diagram of shaft lining Manufacture of test model shaft lining Block was made of 52.5R ordinary portland cement,geometry size was show as Fig.2.block concrete cubic compressive strength is 53.15Mpa.
Acknowledgements This study is funded by National Key Technology R and D Program for the 11th five-year plan (No.2008BAB33B03) References [1] Hong Boqian.
Online since: November 2012
Authors: Xian Ling Deng, Cheng Jun Liu, Feng You Tan, Huie Zeng
Package-Platform-Mode and the Application on Research of Compressor Maintenance Management System
Liu Chengjun1,a, Tan Fengyou1,a, Zeng Huie1,a, Deng Xianling1,a
1School of Mechanical & Thermal Power Engineering, Chongqing University of Science and Technology.
The new economy is base on the information technology, computer technology, new material technology, new energy technology, biological technology, aerospace technology and so on and their gathering mutually, promoting mutually, overlapping seepage, coordinated synchronized development.
Present the key problem of compressor monitoring and diagnosis and maintenance management system-CMDMMS is that there is no perfect standardized of application system.
The new economy is base on the information technology, computer technology, new material technology, new energy technology, biological technology, aerospace technology and so on and their gathering mutually, promoting mutually, overlapping seepage, coordinated synchronized development.
Present the key problem of compressor monitoring and diagnosis and maintenance management system-CMDMMS is that there is no perfect standardized of application system.
Online since: September 2014
Authors: Jin Zhen Ping, Li Li Yu, Qian Wang, Xue Fang Wu
Effective Analysis Method of Mobile Cloud Computing
Jinzhen Pinga, Lili Yub , Qian Wangc and XueFang Wud
1Shijiazhuang Information Engineering Vocational College,Shijiazhuang, China
a41472796@qq.com, b76192918@qq.com, c25734476@qq.com, d30081406 @qq.com
Keywords: Profiling, Ontology, Filtering, Context modeling, Mobile Cloud Computing Introduction
Abstract.
Related Works There are Context-aware information modeling techniques such as Key-value model, Markup scheme model, Graphical model, Object oriented model, and ontology based model which are used in the existing ubiquitous environment and Web environment.
Individual generic ontology includes domain ontology as a detailed material and immaterial entity(eg, User and location).
Related Works There are Context-aware information modeling techniques such as Key-value model, Markup scheme model, Graphical model, Object oriented model, and ontology based model which are used in the existing ubiquitous environment and Web environment.
Individual generic ontology includes domain ontology as a detailed material and immaterial entity(eg, User and location).
Online since: October 2024
Authors: Yurii Senchykhin, Vadym Avetisian, Konstantin Ostapov, Sergey Ragimov
Materials.
IOP Conference Series: Materials Science and Engineering. 1021/1 (2021) 012031
Engineering Structures. 204 (2020) 109947.
Composites Part B: Engineering. 175 (2019) 107104.
Key Engineering Materials. 927 (2022) 53–62.
IOP Conference Series: Materials Science and Engineering. 1021/1 (2021) 012031
Engineering Structures. 204 (2020) 109947.
Composites Part B: Engineering. 175 (2019) 107104.
Key Engineering Materials. 927 (2022) 53–62.
Online since: April 2021
Authors: Ashwin Kumar Devaraj, Kiran Kumar V Acharya, Raviraja Adhikari
Acharya2,b and Raviraja Adhikari3,c*
1Department of Mechanical and Manufacturing Engineering, Manipal Institute of Technology,
Manipal Academy of Higher Education, Karnataka, 576104, India
2Department of Orthopedics Kasturba Medical College,
Manipal Academy of Higher Education, Karnataka, 576104, India
3Department of Mechanical and Manufacturing Engineering, Manipal Institute of Technology,
Manipal Academy of Higher Education, Karnataka, 576104, India
aashwin.devaraj@manipal.edu, bkiran.acharya@manipal.edu, cravi.adhikari@manipal.edu
Keywords: Meniscal tear, biomechanics, finite element analysis, Experimental study, longitudinal tear, radial tear.
Summary of the literature related to Experimental studies Study Year Age Number of Subjects Condition Method Key findings Jones et al. [28] 1996 62 (45-83) 12 Bucket handle or Longitudinal tear in MM (middle one-third) 3 TIMES BW, strain gauges At 300 flexion, there was a greater rise in strain in the posterior portion (1.83-3%) compared with that in the middle (3-3.83%) and anterior (3-2.67%) portions.
However, it fails to take into account the variation of the material properties within the soft tissues [28].
Vail, “Biomechanical Factors in Tissue Engineered Meniscal Repair,” Clin.
Engineering, “The Consequences of Meniscectomy,” J Bone Jt.
Summary of the literature related to Experimental studies Study Year Age Number of Subjects Condition Method Key findings Jones et al. [28] 1996 62 (45-83) 12 Bucket handle or Longitudinal tear in MM (middle one-third) 3 TIMES BW, strain gauges At 300 flexion, there was a greater rise in strain in the posterior portion (1.83-3%) compared with that in the middle (3-3.83%) and anterior (3-2.67%) portions.
However, it fails to take into account the variation of the material properties within the soft tissues [28].
Vail, “Biomechanical Factors in Tissue Engineered Meniscal Repair,” Clin.
Engineering, “The Consequences of Meniscectomy,” J Bone Jt.
Online since: May 2011
Authors: Peng Liu, Guang Hua Yang, Yu Cheng Zhang
The theory of composite foundation and engineering application.
Li.Chinese Journal of Geotechnical Engineering, 2010,Vol.32(Supp.2),232-235(in Chinese)
Chinese Journal of Geotechnical Engineering,2003,Vol.25, No.1,71 -75(in Chinese)
Chinese Journal of Geotechnical Engineering,2006,Vol.28, No.11, 1927–1931(in Chinese)
Soil mechanics and foundation engineering.
Li.Chinese Journal of Geotechnical Engineering, 2010,Vol.32(Supp.2),232-235(in Chinese)
Chinese Journal of Geotechnical Engineering,2003,Vol.25, No.1,71 -75(in Chinese)
Chinese Journal of Geotechnical Engineering,2006,Vol.28, No.11, 1927–1931(in Chinese)
Soil mechanics and foundation engineering.
Online since: October 2017
Authors: Christian Sand, Jörg Franke, Dominik Manke
Challenges and Potentials of Assembly Process Data in Flexible Order Production
Fig. 3 shows selected manufacturing organizations and the resulting material stream.
For an entire assembly process, every data set has to be linked to another via specific key attributes.
The extraction and data linkage is performed by individual queries and regular expressions in combination with general key attributes.
In: Industrial engineering Volume 64 (1), (2011), pp. 20-23
Ford, Studyguide for Design for Electrical and Computer Engineers, Cram101, 2011
For an entire assembly process, every data set has to be linked to another via specific key attributes.
The extraction and data linkage is performed by individual queries and regular expressions in combination with general key attributes.
In: Industrial engineering Volume 64 (1), (2011), pp. 20-23
Ford, Studyguide for Design for Electrical and Computer Engineers, Cram101, 2011