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Study on Phase Transformation Constitutive Behaviors of Shape Memory Alloy Bo Zhou1,2,a and Sung Ho Yoon1,b 1 School of Mechanical Engineering, Kumoh National Institute of Technology, 1 Yangho-Dong, Gumi, Gyeongbuk,730-701, Korea 2 School of Civil Engineering, Harbin Engineering University, Harbin, 150001, China a zhoubo@kumoh.ac.kr , b shyoon@kumoh.ac.kr Keywords: Shape memory alloy; Phase transformation constitutive behaviors; Annealing temperature; DSC Abstract.
Therefore, phase transformation behaviors should be investigated experimentally and theoretically for a wide application in engineering fields.
Among phase transformation models, a phenomenological model is often used in the engineering design but it needs a vast amount of the experimental work.
Duerig, at. al., Engineering aspects of shape memory alloys, Butterworth-Heinemann, 1990
Yeo, "Phase transformation of nitinol shape memory alloy by varying with annealing heat treatment conditions," Proceeding of the International Society for Optical Engineering, 2004, Sydney, Australia, pp.208-215

Study on initial cracking of expansive soil and FEM simulation Junhua WU1, a, Song YANG2, b 1College of Civil Engineering and Architecture, Nanchang Hangkong University, Nanchang 330063, China 2College of Hydraulic and Architectural Engineering, Yunnan Agricultural University, Kunming 650201, China awjh0796@126.com, bayscliff007@126.com Key words: expansive soil, crack, moisture-change, FEM Abstract.
Chinese Journal of Geotechnical Engineering, 2001, 23(5):606-609
Chinese Journal of Geotechnical Engineering, 2007. 29(6): 795-799
Advanced Unsaturated Soil Mechanics and Engineering[M].
Engineering Geology, 2001, 60(1):263-274

Box 77, D/A Pejabat Pos Besar, Kangar, Malaysiar1. 2Faculty of Civil and Environmental Engineering ,Universiti Tun Hussein Onn Malaysia (UTHM), 86400, Parit Raja, Batu Pahat, Johor, Malaysia2 E-mail: atamizi@unimap.edu.my, bmustafa_albakri@unimap.edu.my, cvc@unimap.edu.my, druzaidi@unimap.edu.my, eliyanajamaludin@unimap.edu.my, faeslina@uthm.edu.my, Keywords: Geopolymer, Marine Clay, Composition, Compression Strength, Abstract.
Purkayastha, Engineering properties of marine clays from the eastern coast of India.
Engineering and Technology Research, (2009),p. 109-114 [2] J.H.Tay, P.
,Engineering Behaviour of Cement Treated Singapore Marine Clay.
Third Asian Young Geotechnical Engineers Conference , (1997), p. 231-238 [4] M.J.

Damage Analysis and Simulation of Rock under High Pressure Waterjet Hu SI1,2,a, Xiaohong LI1, b and Yanming XIE2,c 1 Key lab for the Exploration of Southwestern Resource & Environmental Disaster Control Engineering, Ministry of Education, Chongqing 400030, China 2 Department of Safety Engineering, Chongqing University, Chongqing 400030, China aemail: sihu@cqu.edu.cn bemail: xhli@cqu.edu.cn cemail: 20072002007@cqu.edu.cn Keywords: Damage, Impact load, Water jet, ALE penalty function coupling Abstract: The high pressure waterjet is widely applied for mine industry, mechanical manufacture, environmental engineering, and medicine field due to its particular characteristic.
Introduction The dynamic behavior of rock under impact load was a key for engineering application such as civil engineering and mine engineering.
Fatigue & Fracture of Engineering Materials and Structures, Vol 18, (1995), p. 273 [7] L.
Yanqing: Engineering Mechanics Vol. 20 (2003), p. 59 [12] N.
Impact Engineering Vol. 25 (2001), p. 211

Engineering Background Bridge Description.
References [1] Aijun YE, Shide HU and Lichu FAN: China Civil Engineering Journal Vol. 37-12(2004), p. 38-43
[4] Lixin BAO, Xiaozhen LI and Xing WEI: Engineering Mechanics Vol. 25-2(2008), p. 174-182
[5] Quan QIN, Xiaoyan SUN and Rui HE: Engineering Mechanics Vol. 23-9 (2006), p. 71-83
Chopra: Earthquake Engineering and Structural Dynamics Vol. 31-9 (2002), p. 1623-1642

For soil is a complicated material with mechanical properties close ties with the stress condition it suffered, centrifugal shaker shows great superiority to the research of soil dynamics and geotechnical earthquake engineering.
However, the whole earth only has two large centrifugal shakers exist in USA and Japan respectively, while no one has been established in China, which situation is remarkably not adaptable to the wide territory, complicated engineering geotechnical conditions, rapid economy growth and serious seismic risks in China.
References [1] Xiaoming YUAN, Zhengzhong CAO, Rui SUN, et al: Chinese Journal of Rock Mechanics and Engineering, 2009, 28(6):1288-1296
NIST (1998) [6] Yongzhi WANG, Rui SUN, Longwei CHEN, et al: World Earthquake Engineering.
Vol. 26-supp (2010), p. 253 (in Chinese ) [7] M.W.Gui, D.S.Jeng: Open Civil Engineering Journal.

Design Method of Reinforced Concrete Beams Strengthened with Prestressed CFRP Plates Base on Ductility Langni Deng a, Jun Zhangb, Hua Chen c and Peng Zhangd Department of Civil Engineering and Architecture, Guangxi University of Technology, Liuzhou, Guangxi, 545006, China alangni666@126.com, bzhangjun2396@sina.com, cchenhuaua@163.com, dgxutzp@126.com Key words: prestress, CFRP plate, reinforced concrete beam, ductility, test.
It can provide a reference for engineering application of strengthening design.
It can provide a reference for engineering application of strengthening design.

Special Strength Curve of Ultrasonic-Rebound Combined Method for Concrete of Oujiang River Bridge HanYong Liu1,2,a, ShangChuan Zhao1,b 1Research Institute of Highway Ministry of Transport, Beijing 100088, China 2Department of Civil Engineering, Tsinghua University, Beijing 100084, China ahy.l@rioh.cn, bsc.zhao@rioh.cn Keywords: bridge engineering; special strength curve; experimental study; Oujiang River Bridge; ultrasonic-rebound combined method Abstract.
Establishing Strength Curve of Ultrasonic-Rebound Combined Method and Some Problems in Engineering Applications.

Ju, et al: Engineering Mechanics Vol. 23(9)(2006), p. 1(in Chinese) [5] Z.G.
Li, et al: Mining and Metallurgical Engineering Vol. 29(4)(2009), p. 18 (in Chinese) [7] L.Y.
Xue: China Civil Engineering Journal Vol. 45(9)(2012), p. 122 (in Chinese) [12] T.F.
Zhao: The Ocean Engineering Vol. 9(2)(1991), p. 20 (in Chinese) [15] Y.P.
Peng: Journal of Hydraulic Engineering Vol. 12(1991), p. 17 (in Chinese)

Simulation of 3-D Unsteady Flows in a Tubular Hydro-Turbine on DES Zhenyu OUYANG 1, a, Lixiang ZHANG 2, b 1,2 Faculty of Civil Engineering, Kunming University of Science and Technology, Kunming, 650500,China a15912402706@163.com, bzlxzcc@126.com Keywords: Tubular Hydro-Turbine; computational fluid dynamics (CFD); 3D unsteady turbulences; detached eddy simulation(DES); numerical simulation Abstract.
These studies aiming to explore the mechanism for the formation of vortex-induced vibration of hydro-turbine are valuable for the engineering reference.
Due to the higher efficiency of the method of calculation of RANS, it is widely used in practical engineering , but its drawback is that the rotation effect on the turbulent flow is difficult to reflect; Large Eddy Simulation CFD method is currently a hot research and application[3-4], and for the rotation of the turbulence it has better adaptability but also occupies a larger computing resources; DES method is integrated with the advantages of both, and with a better application[5].
Towards practical use of LES in wind engineering[J].
Journal of wind Engineering and Industrial Aerodynamics, 2008, 96(10-11): 1451-1471