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The Mechanism Investigation on Propagation and Coalescence Pattern of Three Internal Plane Flaws in Brittle Materials Yanshuang Guo1 , Weishen Zhu1, a , R.H.C Wong 2 ,Shucai Li1 and Chunjin Lin1 1 Geotechnical & Structural Engineering Research Centre, Shandong University, China 2Department of Civil and Structural Engineering, The Hong Kong Polytechnic University, Hong Kong a Zhuw@sdu.edu.cn Keywords: pre-existing flaw; coalescence; wrapping crack; fracture mechanism Abstracts: Under the action of compressive load, the growth and coalescence containing flaws in brittle materials (rock and rocklike materials e.g.) will result in the local buckling and global fracture of rockmass.
Introduction Many primary flaws and faults exist in the engineering rockmass, their growth and interaction will greatly change the redistribution of internal stress field of rock under compression.

Design and Kinematics analysis of a New Two DOF Tilter Hai Dong Wanga, Bing Heng Yangb,Kai Zhangc,Yu Quan Bid Qingdao Branch of Naval Aeronautical Engineering Institute, China awhd58833058@sina.com.cn, bybh0532@126.com, ckaisdqd@163.com,dbiyuquan@sina.com Keywords: Degree of Freedom, Parallel mechanism, Parallel tilter, Decoupling, Coordinate Transformations Abstract: According to the configuration theory of the parallel manipulator with a few degree of freedom (DOF), the paper adopted 2PSU-U mechanism to design a new parallel tilter with 2 DOF, which has such advantages as strong bearing capacity, high precision and kinematic decoupling.
As a spatial motion machine, it is used extensively to simulate the motion attitude of the ship, vehicle, or aircraft, so it has very high applied value in national defense and civil fields.
Electro-Mechanical Engineering, 1999(4):19~21
Journal of Zhejiang University (Engineering Science), 2009(8):1492~1496

Analysis of individual contribution of two compression Waves in vertical vibration of water-saturated soils Jun Yu1,a, Zhen Li1,b, Juan Huang1,c 1School of Civil Engineering, Central South University, Changsha 410075, China ajjyy1017@163.com, b1454367660@qq.com, c154668562@qq.com Keywords: water-saturated soils, vertical vibration, compression waves, individual contributions.
Based on the generally adopted Biot’s dynamic consolidation equation for engineering in this paper, an analytic solution of vibration problem in a case for vertical dynamic loading in the saturated soil column is obtained by strict mathematical method.
Conclusions Based on the generally adopted the Biot’s dynamic consolidation equation for engineering in this paper, an analytic solution of vibration problem in a case for vertical dynamic loading in the saturated soil column is obtained by strict mathematical method.

Inner defect induced crack growth analysis and fatigue life prediction for anthropogenic CO2 pipelines Qiao Jin1, a, Ming Li1,b , Quan Wen2, c 1 School of Civil Engineering, Shenyang Jianzhu University, Shenyang, China 2 Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian, China agoldenfss@163.com, bcemli@sjzu.edu.cn, c wenamd@163.com Keywords: Crack growth; inner defect; LEFM(linear elastic fracture mechanics); fatigue life prediction; Carbon capture and sequestration(CCS) Abstract.
Engineering FractureMechanics.(1981),15(12),p.185.

Solving the Inverse Heat Conduction Problem with Multi-Variables Qiwen Xue 1,2, a, Xiuyun Du 3,b and Gaping Wang 1,c 1School of Civil and safety Engineering, Dalian Jiaotong University, 116028, P.
The study on the IHCP is related to many engineering issues, and has been carried out for decades with significant achievements.
References [1] C.H Huang: Journal of Physics D: Applied Physics, Vol.39(18):4087-4096 (2006) [2] H.T Chen: International Journal for Numerical Methods in Engineering, Vol.73(1): 107-122 (2008) [3] Y.Jarry : Numerical Heat Transfer ,Part B, Vol.37: 45-67(2000)

Simulation for Wind Pressure of Pedestrian Bridge Induced by Main Line Train Jiang Li 1,a, Liu Jia 2,b, Li Shujin1,c , Ji Baifeng 2,d and Du Youfu 1,e 1 Wuhan University of Technology, School of Civil Engineering and Architecture, Wuhan 430070, China 2 Wuhan University of Technology, Hubei Key Laboratory of Roadway Bridge and Structure Engineering, Wuhan 430070, China alily_jiang11@126.com, bdrliujia@126.com, cwhutlsj@163.com, djbfeng@whut.edu.cn, eccy_behappy@163.com Keywords: high-speed train; pedestrian bridge; wind pressure; main line Abstract.
Engineering Turbulence Modeling and Experiments, 2005, 6:657-666

Study on Moment-curvature Hysteretic Model of Steel-concrete Composite Box Beam Chen-Bei Jiao1,a , Li-Zhong Jiang1, Zhi Huang1 1School of Civil Engineering, CentralSouthUniversity, Changsha 410075, Chinaa15116335645@163.com Keywords: Steel-concrete Composite Box Beam, Moment-curvature Hysteretic Model, Finite Element Analysis Abstract.
Partial-interaction design of composite beams [J].The Structural Engineer, 1975,53(8)
Journal of Engineering Mechanics, 2005,22(3):177-182.

Numerical Estimation of Aerodynamic Characteristics of Footbridge Deck ŠOLTÝS Róbert 1, a * and TOMKO Michal 2,b 1, 2Department of Structural Engineering, Technical University of Kosice, Vysokoskolska 4, 042 00 Kosice, Slovak Republic arobert.soltys@tuke.sk, bmichal.tomko@tuke.sk Keywords: footbridge aerodynamics, computational fluid dynamics, vortex shedding Abstract.
Kuroda, Numerical simulation of flow around a box girder of a long span suspension bridge, Journal of Wind Engineering and Industrial Aerodynamics 67&68 (1997) 239-252
Student Conference of Civil Engineering and Architecture, Kosice (2013) 1-3

Effect of Fibre Orientation on Specific Gravity, Hardness, Flexural Strength and Tensile Properties of Jute/Hemp Hybrid Laminate Composite Akash*, Anil.K.Chikkanna**, Girisha.K.G*, K.V.Sreenivas Rao*** *Research Scholar, *** Professor, Department of Mechanical Engineering, Siddaganga Institute of Technology, Tumkur, Karnataka, India **Assistant Professor, Department of Industrial Engineering and Management, Siddaganga Institute of Technology, Tumkur, Karnataka, India *akashbiradar@gmail.com,**anilkc@sit.ac.in,*girishamse@gmail.com, ***kvsreenivasarao@yahoo.com Keywords: Natural fiber, Epoxy, Flexural strength, Polyester.
'Fibre reinforcement for shatter proofness of concrete', Proceedings, Symposium on Modern Trends in Civil Engineering, University of Rookee, India, 1972, pp 254-9 [9].

Elgamal1, a *, Yang Zailin1, b, Zhang Jian Wei1, c 1 College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001, Heilongjiang, PR China.
Analytical studies are complex but often have a somewhat limited application capacity, and in particular they may become computationally expensive and unsuitable for studying Lamb waves in actual engineering structures featuring various boundaries or discontinuities such as structural damage.