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Su 1,d 1School of Traffic, Ludong University, Yantai, Shandong, China 2School of Civil Engineering, Ludong University, Yantai, Shandong, China afengbf@ldu.edu.cn, bgaiquanfang@tom.com, calei611@163.com, dsuzilinyt@yahoo.com.cn Keywords: High-Speed grinding, Superalloy, Groove, Specific grinding force, Friction coefficient Abstract.
Xu: Key Engineering Materials Vol. 202-203(2001), p. 369
Cai: Key Engineering Materials Vol. 202-203(2001), p.115
Cai: Key Engineering Materials Vol. 202-203 (2001), p. 115
Cai: Key Engineering Materials Vol. 304-305 (2006), pp: 196-200

A Moment-Shear Story Model for the Design of Steel Frames with Semi-Rigid Connections Xi-Bing HU1 ,a, Yu-Wei Yang1 ,b, Guo-Jing He1, Yun-Lei Fan1, Peng Zhou1 1College of Civil Engineering and Mechanics, Central South University of Forestry and Technology, Changsha, 410082, China ahxb_is_me@126.com, byangyuwei1210@gmail.com,ccegjhe@hotmail.com , dfanyunlei@163.com, ezhoupenglly@126.com, Keywords: Steel structures; Semi-rigid connections; Story model; Lateral stiffness; Horizontal deflection Abstract: A moment-shear story model using the static condensation method is proposed for the steel frame with semi-rigid connections.
Introduction Following the earthquakes happened in Northridge (1994) and in Kobe (1995), engineers have been aware of that[1,2], compared to the rigid connections, semi-rigid steel frame is more capable of emerging plastic hinges at the ends of the beam, since the semi-rigid connection shows more stable hysteresis behavior, better ductility and higher capability of energy dissipation and can be used to prevent the collapse of the structure due to damaged connection.
(1) The lateral stiffness and lateral deformation calculation formulas derived in this paper is suitable for various kinds of connections, which leads to a general applicability in engineering cases
(3) The simplified method possesses the benefits of the simplicity, the practicability and higher precision, and is suitable for the preliminary design of steel-frame engineering project.
Engineering Structures, 1997,19 (8):644-654 [3] Sheng Hongyu.On the solutions of free vibration problem for thick laminated plates by using static elimination method [J].Journal of Hefei University of Technology, 2000,23(6):1019-1022 [4] Hu Xibing.

Model Test Study on the Effect Of Vertical Lode On Horizontal Bearing Capacity Of Disk Pile Fanli Meng1, a, GuangYu Sun1,b , Chengyuan Lu1,c 1School of Architecture and Civil Engineering, Zhejiang University of Technology, Hangzhou, 310014, China azgdmfl@126.com, bsunguangyufw@126.com, czgdlucy@sina.com Keywords: disk pile, model test, vertical load ,horizontal load Abstract.
Qian: Geotechnical Engineering Vol.24(3) (2002), p. 371 [2] D.L.
Qian: Rock Mechanics and Engineering Vol. 22(4) (2003), p. 678 [3] C.Y.
Wu: Rock Mechanics and Engineering Vol.23(20) (2004), p. 3547 [4] C.Y.
Wu: Engineering Survey Vol. (7) (2007), p. 1 [5] M.H.

Discrete element simulation of rock crushing considering different shape Yang Liu1, a, Xiaozhu Li2,b Chenglin Wang1, c 1 Department of Civil Engineering, University of Science and Technology Beijing, 100083, China 2Wuhan Surveying-Geotechnical Research Institute Co., Ltd.
Introduction Rubble, sandstone, coarse grained soils are widely used in geotechnical engineering construction such as water conservancy, ports, transportation, etc.
Chinese Journal of Geotechnical Engineering, 1997, 19(3), (1997), P.83
Journal of Engineering Mechanics, ASCE, 124(3), (1998), P. 285
Chinese Journal of Rock Mechanics and Engineering,30(11),(2001), P.2113.

Study on Wind Resistance of Suspension Bridge with Composite Beam Xiao-jun NING1,a and Qiang ZHAO2,b 1School of Civil Engineering, Kunming University of Science and Technology, Kunming, China 2School of Road Engineering, Transportation Vocational Technology Institute of Yunnan Province Kunming, China aAdn689@163.com, b362489336@qq.com Keywords: suspension bridge; wind resistance; composite beam; flutter Abstract.
Engineering background This suspension bridge with composite beam is built in Yunnan province.
[5] Jin Zenghong, Bringe Engineering and Aerodynamic (I), JOURNAL OF ABROAD ROAD, 1999, vol.19(1),pp19-24(In Chinese)
[6] Jin Zenghong, Bringe Engineering and Aerodynamic (II), JOURNAL OF ABROAD ROAD, 1999, vol.19(2),pp16-20(In Chinese).

Mechanism of Delamination and Its Effects on Fracture of Surface Crack Bodies in Ductile Pipeline Steel Huiru Dong1,2,a , Wanlin Guo1,3,b and Zheng Yang1,c 1 School of Civil Engineering and Mechanics, Xian Jiaotong University, P.
China 2 The engineering institute, Air Force Engineering University, P.
The so-called R6 method [4] is a widely used engineering method that provides an estimate of the load or crack size below which failure will not occur.
Kussmaul: Nuclear Engineering and Design Vol. 190 (1999), p. 171 [2] W.

Triaxial Research of Waste Tire Granules, Cement and Soil Mixtures Li Lihua1, 2,a, Chen Hui1,b , Xiao Benlin1,c , Wan Juan1,d, Liu Yi1,e 1 School of Civil Engineering and Architecture, Hubei University of Technology, Wuhan, China 2 The Key Laboratory of Safety for Geotechnical and Structural Engineering of Hubei Province, Wuhan University, Wuhan, China alilihua466@163.com, b779177988@qq.com, cxiaobenlin@hotmail.com, djuanjuanwan@sohu.com, eliuyizyy@sina.cn Keywords: discarded tire; triaxial test; mixture soil Abstract.
Conclusion It shows that waste rubber tire particles or chips incorporation to other geotechnical materials have been shown to be a powerful engineering value and economic value.
Acknowledgements This work was financially supported by Open Research Fund Program of the Key Laboratory of Safety for Geotechnical and Structural Engineering of Hubei Province（HBKLCIV201208）, Natural Science Found of Hubei Province(2012FFB00606) and Major Project of Education Department of Hubei Province (D20091405).
Chinese Journal of Geotechnical Engineering.

Experimental Study on Shear Strength of Intact Loess at Different Stress Paths Sanqing Su1, a, Botuan Deng 1,b , Junfeng Hou1, c,Zhen lv1, d 1College of Architecture and Civil Engineering, Xi’an University of Science and Technology, Xi’an, Shaanxi, 710054, China asussq@sina.com , bdengbt2000@yahoo.cn , chnlyhjf@yahoo.com.cn , d lvzhen1015@126.com Keywords: Intact Loess, Triaxial Shear Test, Stress Path, Deformation, Strength.
In order to simulate the real properity of loess in engineering, The conventional triaxial compression(CTC), triaxial compression(TC) and reduce triaxial compression(RTC) of ordinary loess in Xi’an Ba He was conducted with GDS stress path tests and the strength behavior and deformation capacity of loess was studied.
Marr .W .A. in Second Education Journal of the Geotechnical Engineering Division.
“Mechanical Behavior of Structured Soils Under Different Stress Paths ” in Chinese Journal of Rock Mechanics and Engineering, No.10,P2058-2064,2006.
“Influence of Stress Path on Deformation and Strength Characteristics of Saturated Intact Loess under Drainage Condition” in Journal of Hydraulic Engineering, No.6, P703-708,2006.

Preparation and Mechanics Properties of the EP/ZnO Nanocomposites Yong Jiang1,2,a, Wenfu Zeng1,2,b, Yanhuai Ding1,2,c, Jiuren Yin1,2,d 1College of Civil Engineering & Mechanics, Xiangtan University, Xiangtan 411105, China; 2Institute of Rheology Mechanics, Xiangtan University, Xiangtan 411105, China; ajiangy@xtu.edu.cn, bzeng011614@sina.com, cyhding@xtu.edu.cn, dyinjr@xtu.edu.cn Keywords: epoxy resin; ZnO; the compressive mechanics properties Abstract.
Journal of Chemical Industry and Engineering (China), 2011, 62(6):1749-1755
Polymer Materials Science & Engineering, 2005, 21(5):261-265
Journal of Materials Engineering, 2011, (12): 78-82
Journal of Naval University of Engineering, 2011, 23(4): 104-107

Today, various engineering applications such as aerospace, ship and automobile parts involve fabrication utilising composite materials, especially woven composite laminates.
Li, An experimental study on the mechanical performance and damage evolution of woven fabric e-glass fiber reinforced epoxy composite, Key Engineering Materials, vol. 417–418 (2009) 137–140
Civil Eng., National Institute Of Technology Rourkela, Orissa, India, 2012
Mahmud, Evaluation of failure criteria for composite plates under tension, In proceedings of the IEEE Symposium on Humanities, Science and Engineering Research (SHUSER 2012), 24-27 June (2012) 849-854
Mahmud, Capability assessment of finite element software in predicting the last ply failure of composite laminates, Procedia Engineering vol. 41 (2012) 1647 –1653