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Nonlinear Analysis of Shear Performance for Joint of Steel Reinforced Concrete Beam and Angle-Steel Concrete Column Kun Wang 1,a, Shiyun Xu 2,b and Huihui Luo 3,c 1 College of civil science and engineering, Yangzhou Univercity,Yangzhou 225127,China 2 Jiangsu Institute of Architectural Technology, Xuzhou 221116, China 3 JiangSu oilfield survey and design research institute, Yangzhou 225009, China awangkun@yzu.edu.cn, b xushiyun177@163.com, c huihui5921@tom.com Keywords: steel reinforced concrete beam; angle-steel concrete column; joint; shear performance Abstract.
Fig.1 Sketch of frame and beam-column joint Fig.2 Joint of SRC beam and RC column (mm) Table 1 Mechanical properties of materials Concrete fcu (MPa) Steel Specification Yielding strength fy(MPa) Ultimate strength fu(MPa) 43.8 B14 393.0 595.7 B10 334.4 631.8 B6 301.2 488.2 I20a 316.7 465.1 I14 282.9 386.5 In the FEM (finite element modeling) method using ABAQUS soft[7], the solid element C3D20R is used for the concrete, the truss element T3D3 for steel bars, and the shell element S4R for I-shaped steel webs and flanges.
Acknowledgements The work was financially supported by University Natural Science Research Projects of Jiangsu Province (11KJB560006).
Journal of Earthquake Engineering and Engineering Vibration, Vol.28, No.4,(2008)p 94-105 (in Chinese) [3] K.
Journal of southwest jiaotong university. 1996, Vol.31,No.4(1996)p. 339-406 (in Chinese)） [7] Hibbit, Karlson, Sorenson.

Performance of a Micro Pump driven by Conducting Polymer Soft Actuator based on Polypyrrole Masaki Fuchiwaki1, a, Yoshitaka Naka 2,b and Kazuhiro Tanaka1,c 1 Department of Mechanical Information Science and Technology, Kyushu Institute of Technology, Fukuoka, 8208502 Japan 2 Graduate School of Computer Science and Systems Engineering, Kyushu Institute of Technology, Fukuoka, 8208502 Japan a futiwaki@mse.kyutech.ac.jp, bnaka@vortex.mse.kyutech.ac.jp, ckazuhiro@mse.kyutech.ac.jp Keywords: Conducting polymer, Soft actuator, Polypyrrole, Micro pump Abstract.
T., Sensors and Actuators A 119: (2005) p. 455 [7] Fuchiwaki M., Takashima W., and Kaneto K., 2001, Japanese Journal of Applied Physics 40: (2001) p. 7110 [8] Kaneto K., Sonoda Y., and Takashima W., Japanese Journal of Applied Physics 39: (2000) p. 5918 [9] Ramirez G.
G., Smart Materials and Structures 14: (2005) p. 1511 [11] Fuchiwaki M., Tanaka K., and Kaneto K., Sensors and Actuators A 150: (2009) p. 272

Glass Surface Stress Measurement and Digitalization Junfeng Lia, Yiwang Baob, Song Hanc, Yan Qiud, Fuqiang Aie China Building Materials Academy, Guanzhuang, Chaoyang, Beijing, China alijunfeng11@126.com, bywbao@ctc.ac.cn, chansong@ctc.ac.cn, dqiuyan@ctc.ac.cn, eafq@ctc.ac.cn Keywords: Tempered Glass, Surface Stress Measurement, Optical Waveguide effect, Digitalization.
Acknowledgements This work was supported by the National Natural Science Foundation of China (No. 51172221, No. 51472227), Major Program of Scientific Instrument and Equipment Development of China (2011YQ140145), National High Technology Research and Development Program of China (863 Program, 2015AA034204), and Project of Science and Technology Department of Guangdong Province (2015B010919007).
Foss, Safety glass test developments, Proceeding 5th Glass Processing Days, Finland, 1997, 1:96-100 [2] Information on http://www.strainoptics.com/ [3] Information on http://www.gaertnerscientific.com [4] Hillar Aben, Johan Anton, Andrei Errapart, Siim Hödemann,Jaak Kikas, Helina Klaassen and Marko Lamp, On non-destructive residual stress measurement in glass panels, Estonian Journal of Engineering. 2010(2) 105-56
[5] Johan Anton, Andrei Errapart, Mart Paemurru, Dominique Lochegnies,Siim Hödemann and Hillar Aben,On the inhomogeneity of residual stresses in tempered glass panels, Estonian Journal of Engineering, 2012(1) 3–11 [6] Information on http://www.glasstress.com

Advanced Materials Research, Vol.171 (2011), p.663-666
International Journal of Engineering, Science and Technology, Vol.2, No.5 (2010), p. 92-99
Information Science, Vol.147 (2002), p.1-12
International Journal of Computational Intelligence Systems, Vol.3, No.1 (2010), p.28-42

Journal of Applied Engineering Science, 1, (2014), pp. 37-44
Applied Clay Science, 1-4 Spec.
Journal of Civil Engineering and Management, 4(18), (2012), pp. 519-529
Advanced Materials Research, 941-944, (2014), pp. 905-920.

Finite Element Model Material Properties of Concrete.
(a) Compressive behavior of concrete (b) Tensile behavior of concrete Fig.1 Uniaxial stress-strain relationship of concrete Material Properties of Steel.
Acknowledgements This work was financially supported by the Natural Science Foundation of Shandong Province (No.
Journal of PLA University of Science and Technology, 2007, VOL.8, NO.3: 255-260.
Journal of Constructional Steel Research, 65 (2009) 1236-1248

Gottstein 1 1 Institut für Metallkunde und Metallphysik, RWTH Aachen, Kopernikusstr. 14, D-52056 Aachen, Germany 2 Institute of Solid State Physics, Russian Academy of Sciences, Chernogolovka, Moscow Distr., 142432 Russia Keywords: Grain boundary, Triple junction, Migration, Mobility, Driving force.
For sake of convenience we will consider the effect of the "lateral" Journal Title and Volume Number (to be inserted by the publisher) 3 and "top/bottom" surface triple lines (Fig. 2) separately.
Journal Title and Volume Number (to be inserted by the publisher) 5 Discussion Since grain boundary migration is a drift motion to reduce the total free energy of the system, the boundary velocity has to be proportional to the driving force = bV m p (6) and bm is referred to as the grain boundary mobility.
Shvindlerman: Theoretical Fundamentals of Materials Science (Nauka, Russia 1981, (In Russian), p. 84

Acknowledgement This project is supported by National Natural Science Foundation of China (Grant No. 51305057) and National Basic Research Program of China (Grant No. 2011CB302105).
Journal of Comparative Physiology A, 189.6 (2003): 411-418
Key Engineering Materials, Tranducer and Microsystem Technologies, 8(2014): 020
Proceedings of the Institution of Mechanical Engineers, Part N: Journal of Nanoengineering and Nanosystems, 227.3(2013): 120-124
North-Holland. sole distributors for the USA and Canada, Elsevier Science Publishing Co., Inc., 1987

A Temperature-Measurable Dielectric Barrier Discharge Plasma Cooperating with the Catalysis Device for Nitric Oxides Removal Xing-Quan Wang1, 2, a, Qi Zhang1, Feng-Peng Wang1, Wei Chen3, Jun Huang3, Xiu-Rong Zhu1, Xiang-Hua Zeng1, and Si-Ze Yang3, 4 1School of Physics and Electronic Information, Gannan Normal University, Ganzhou 341000, China 2Institute of Optoelectronic Materials and Technology, Gannan Normal University, Ganzhou 341000, China 3Institute of Physics, Chinese Academy of Sciences, Beijing 100190, China 4Fujian Key Laboratory for Plasma and Magnetic Resonance, School of Physics and Mechanical & Electrical Engineering, Xiamen University, xiamen 361005, China awangxingquan813@163.com Keywords: Temperature in reaction region; Dielectric barrier discharge; Plasma; NOx Removal.
Mizeraczyk, Chemical Engineering Journal 110 (2005) 79
Yamashita, IEEE Transactions on Plasma Science 33 (2005) 763
Yang, Japanese Journal of Applied Physics 49 (2010) 086201

Dynamic Amplification Factor Measuring of T-girder Bridges Jianrong Yang1, a, Yu Bai1,b, Xiaodong Yang1,c and Yun Feng2,d 1Faculty of Civil Engineering and Architecture, Kunming University of Science & Technology, Kunming 650224, China 2Kunming Architectural Design & Research Institute Co., Ltd, Kunming 650041, China acarpenter_y@sina.com, bbaiyu_kust@yahoo.com.cn, cyxd_km@yahoo.com.cn, d814950665 @qq.com Keywords: Dynamic Amplification Factor, T-girder Bridge, Traffic Load, Full-scaled Testing.
Canadian Journal of Civil Engineering, 1992, 19(2): 260-278 ].
Report 211, Federal Laboratory for Testing of Materials (EMPA), Dübendorf, Swityerland. ].
Journal of Bridge Engineering, Volume 9, Issue 2, pp. 137-146, March/April, 2004.ASCE, ISSN 1084-0702(2004)9:2(137) ] performed a parametric study based on the stimulation of bridge-vehicle interaction.
Elsevier Applied Science, London, UK, 1992, 290-229 ]. 941 High Sensitive Transducer DH5920 Data Collection Computer Fig. 4 Dynamic Testing System Fig. 5 Bridge Modal Test Fig. 6 Photoelectric Dynamic and Static Displacement Meter The dynamic testing system is illustrated in Fig. 3.