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International Journal of Impact Engineering (1998); 21(5): 369–86
Composites Part B: Engineering (2014); 61: 340–349
Polymer Engineering & Science (2004); 44(3): 463–473
International Journal of Impact Engineering (2007); 34(1): 3–27
Materials Science and Engineering: A (2017); 680: 411–420

The Influence of Velocity Variation on the Adhesive Contact Behavior and the Deformation of Substrate Based on Molecular Dynamics Method Jingjing Chen1, a, Jianmeng Huang2, b, Yang Liu3, c, Shengfu Gao4, d, Ning Li5, e 1,2School of Mechanical Engineering and Automation, Fuzhou University, Fuzhou 350108, China 3School of Mechatronics Engineering, University of Electronic Science and Technology of China, Chengdu 611731, China 4School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510641, China 5School of engineering college, Zhejiang Normal University, Jinhua 321004, China aemail: chenjingjingfzu@126.com, bcorresponding author, email: hjmfzu@163.com, cemail: liuyang415@126.com, demail: 2287923701@qq.com, eemail: 45844363@qq.com Keywords: adhesive contact; substrate deformation; velocity variation; molecular dynamics Abstract: The adhesive contact behavior between an indenter and a single crystal copper substrate is performed to
Liang: Materials Science and Engineering A Vol.505 (2009), p. 65-69
Hu, H.Wang, et al.: Materials Science Engineering A Vol. 528 (2011), p.4522-4527
Wang and T.Ma: Materials Science and Engineering Vol. 528(13-14) (2011), p.4522-4527

Plastic Analysis of Masonry Arches Reinforced With FRCM under Vertical and Horizontal Forces COMO Mario1,a, COCCIA Simona1,b and DI CARLO Fabio1,c* 1Department of Civil Engineering and Computer Science Engineering (DICII), University of Rome Tor Vergata, via del Politecnico 1, 00133, Rome, Italy acomo@uniroma2.it, bcoccia@ing.uniroma2.it, cdi.carlo@ing.uniroma2.it *corresponding author Keywords: FRCM, masonry, arch, seismic strength, plastic hinge.
Composite Part B: Engineering, 43(8) (2012) 2938-2949
Focacci, Experimental and analytical investigation on bond between Carbon-FRCM materials and masonry, Composite Part B: Engineering, 46 (2013) 15-20
Composite Part B: Engineering, 44(1) (2013) 524-532
Pellegrino, Matrix-fiber bond behavior in PBO-FRCM composites: A fracture mechanics approach, Engineering Fracture Mechanics, 117 (2014) 94-111

Testing and Numerical Simulation Research on Shear Band of Soil SHIWEI HOU1, a, JINHONG QU2,b and XIULI DU3,c 1 School of Civil Engineering, Shenyang Jianzhu University, Shenyang 110168, China 2 Liaoning Electric Power Exploration and Design Institute, Shenyang 110179, China 3 Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing 100124, China ahsw1375@126.com, bqujinhong@lepdi.com.cn, cduxiuli@bjut.edu.cn Keywords: shear band; end restraint; initial defect; inhomogeneous deformation Abstract.
Journal of Rock Mechanics and Geotechnical Engineering, Vol. 20(1998), p.102, in Chinese [2] A L Rechenmacher.
Chinese Journal of Rock Mechanics and Engineering, Vol. 23(2004), p.533, in Chinese [9] Y W Zhu, H Xu, Y Q Cai, et al.
Engineering, Vol. 54(2002), p.1131 [11] B Ji, W J Chen, J Zhao.
Chinese Journal of Rock Mechanics and Engineering, Vol. 25(2006), p.2320, in Chinese [13] X L Du, S W Hou, D C Lu, et al.

The new bidirectional pendulum vibration absorber In recent years, many vibration control strategies have been developed for enhancing serviceability and safety of Civil Engineering structures against natural and manmade hazards.
Kalman, A New Approach to Linear Filtering and Prediction Problems, ASME Journal of Basic Engineering 82 (1960) 35-45
Ayorinde, Optimum absorber parameters for simple systems, Engineering and Structural Dynamics 8 (1980) 197-217
Pirner, Actual behaviour of a ball vibration absorber, Journal of Wind Engineering and Industrial Aerodynamics 90 (2002) 987-1005
Schei, Constrained nonlinear state estimation based on the UKF approach, Computers and Chemical Engineering 33 (2009) 1386-1401

Construction Scheme Research of Long-span Cable-stayed Bridge with Three Pylons Based on Structure Stability Xiao Guang Deng 1, a, Mu Yu Liu1,b 1Hubei Key Laboratory of Roadway Bridge& Structure Engineering, Wuhan University of Technology , Wuhan 430070 ,P, R, China adengxiaoguang0825@163.com, bliumuyu@whut.edu.cn Keywords: construction scheme; composite girder cable-stayed bridge; linear elastic stability safety coefficient; the setting of temporary pier; Abstract.
In engineering, although the second kind of structure instability happened actually, the first kind of instability is the eigenvalue problem, which is convenient to solve.
There was little difference between the critical values of two kinds of stability problems in some situation, so it still has engineering significance to research the first kind of structure instability.
Calculation Model Engineering situation.
Reis: Engineering Structures, Vol.32 (2010) p.2702 [5] Jun Wei, Yu Zhu, Guobin Gong: Journal of Bridge Construction, Vol.5 (2003) p.23 (In Chinese) [6] Jian Liu, Yongjian Liu, Bingcheng Yang: Journal of Guang xi University: Nat Sci Ed, Vol.34 (2009) p.719 (In Chinese) (In Chinese) [7] Wenyuan Chen, Lei Zhao, Caizhi Sun: Journal of Highway and Transportation Research and Development, Vol.28 (2011) p.100 (In Chinese) [8] Muyu Liu, Xiaoguang Deng: The 12th International Symposium on Structure Engineering, (2012) Wuhan, p.939 [9] Yizhi Bu, Lei Zhao, Qiao Li: CHINA CIVIL ENGINEERING JOURNAL, Vol.46 (2013) p.84 (In Chinese) [10] Muyu Liu , Feng Wang, Junqing Nie: J. of HUST.

Taguba1,2,e,* 1Department of Civil Engineering, College of Engineering, National University- Manila, 551 M.F.
Jhocson Street, Sampaloc, Manila, Philippines 1008 2Department of Environmental & Sanitary Engineering, College of Engineering, National University- Manila,551 M.F.
Fernando, “Reuse of Coconut Shell, Rice Husk, and Coal Ash Blends in Geopolymer Synthesis,” IOP Conference Series: Materials Science and Engineering, vol. 248, no. 1, 2017, doi: 10.1088/1757-899X/248/1/012008
Hardjito and B. v Rangan, “Development and Properties of Low-calcium Fly Ash Based Geopolymer LOW-CALCIUM FLY ASH-BASED GEOPOLYMER CONCRETE By Faculty of Engineering Curtin University of Technology,” Australia : University of Technology Perth, no.
P.B Madakson, “Characterization of Coconut Shell Ash for Potential Utilization in Metal Matrix Composites for Automotive Applications,” International Journal of Engineering Science and Technology (, vol. 4, no. 3, 2012

Definition of effective material properties of recycled plastic: Image analysis and homogenization PROCHÁZKOVÁ Zdenka1,a*, KRÁLÍK Vlastimil1,b, DOUBRAVA Karel2,c, and ŠEJNOHA Michal1,d 1Department of Mechanics, Faculty of Civil Engineering, Czech Technical University in Prague, Thákurova 7, Prague 6, 16629, The Czech Republic 2Department of Mechanics, Biomechanics and Mechatronics, Faculty of Mechanical Engineering, Czech Technical University in Prague, Technická 4, Prague 6, 16607, The Czech Republic azdenka.prochazkova@fsv.cvut.cz, bvlastimil.kralik@fsv.cvut.cz, cKarel.Doubrava@fs.cvut.cz, dsejnom@fsv.cvut.cz Keywords: Recycled plastic, viscoelastic material, plastic bridges, Mori-Tanaka.
Acknowledgment This research was made with the continuous support of Lankhorst Engineered Products and the research project No.
CERL-TR-97/95), Construction Engineering Research Lab (Army) Champaign, IL (1997)
Nagel, World’s first thermoplastic bridges, Proceedings of FHWA Bridge Engineering Conference, Orlando, FL, April (2010)
Semerdjiev, Introduction to structural foam, Society of Plastic Engineers, Inc., Connecticut, USA, 1982

Seismic Response Analysis of the Transfer Station in Transportation Junction Considering the Effect of the Pile and Soil Ye Guan1,a, Xinliang Jiang2,b, Yanping Zhang1,c 1Military Transportation Department, Military Transportation University, Tianjin, 300161, China 2School of Civil Engineering , Tianjin University, Tianjin, 300072, China aguanyemm@163.com, bjiangxinliang@126.com, czyp962@yahoo.com.cn Keywords: Transfer Station, Structure-pile-soil Interaction, Time History Analysis, Seismic Responds Abstract.
Therefore, the elastic-plastic dynamic analysis on soil-structure nonlinear interaction system for engineering practice is very necessary.
References [1] Cao Bingzheng ,Luo Qifeng ,MA Shuo, et al: Earthquake Engineering and Engineering Vibration.Vol. 22 (2002), p.102.
(Xi’an University of Technology Publications, China 2005) .In Chinese [3] Liu Jingbo,Wang Zhenyu,Du Xiuli,et al: Engineering Mechanics.Vol. 22 (2005), p.46.
In Chinese [4] Li Peizhen,Lv Xilin: Earthquake Engineering and Engineering Vibration.

Journal of Central South Highway Engineering Vol.3(2007),p.124-126
J. of Basic Engineering,(1961),p.23-32
China Civil Engineering Journal of DalianLigong University Vol.28(1995),p.59-65
Journal of Hydraulic Engineering of Dalian Engineering college Vol.6(1982),p.61-66
Journal of Hydraulic Engineering of Shanxi Mechanical Engineering Institute,Vol.6(1981)