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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.

The Effect of Induced Vibration on Thermoplastic Composite System Mohammed N Alghamdi1,a, Lidvin Kjerengtroen2,b, Jon J Kellar3,c, William M Cross3,d, Selvin P Thomas1,e 1 Mechanical Engineering Technology Department, Yanbu Industrial College, Colleges and Institutes at Royal Commission, Yanbu Al-Sinaiah, Saudi Arabia 2 Mechanical Engineering, South Dakota School of Mines and Technology, Rapid City, South Dakota, USA 3 Materials and Metallurgical Engineering, South Dakota School of Mines and Technology, Rapid City, South Dakota, USA a alghamdim@rcyci.edu.sa , b lidvin.kjerengtroen@sdsmt.edu , c jon.kellar@sdsmt.edu , d William.Cross@sdsmt.edu, e thomass@rcyci.edu.sa   Keywords: Strain energy absorption, thermoplastic composites, impact testing, Direct ReInforcment Fabrication Technology Abstract.
Nowadays, thermoplastics match with common engineering materials made of thermosets in the fields of marine, environment, defense, automotive, structural, civil and other high engineering products.
Hollaway: Handbook of Polymer Composites for Engineers (Woodhead Publishing, India 1994) [4] F.
Rawlings: Composite Materials: Engineering and Science (Boca Raton: CRC Press, USA 1999)

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
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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

Research on Numerical Simulation of Heliostat’s Surface Wind Pressure Yingge Wang 1, a, Zhengnong Li2, b 1Department of Civil Engineering Jiaying University, Meizhou 514015 PR China 2 Key Laboratory of Building Safety and Energy Efficiency, Ministry of Education, Hunan University, Changsha 410082 China asummerc29@126.com, bzhn88@263.net Keywords: heliostat, numerical simulation, mean pressure coefficient, k-ε model Abstract.
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Fig. 1 (a) – (f) shows the engineering stress vs engineering strain curve for as received and at different annealing temperatures.
Acknowledgement We sincerely thank Department of Civil Engineering, IIT Madras for their support for micro tensile test.
Langdon, Effect of grain size and specimen dimensions on micro-forming of high purity aluminum, Materials Science and Engineering: A. 646 (2015) 207-217
[6] Zhao, Jingwei, Tao Wang, Fanghui Jia, Zhou Li, Cunlong Zhou, Qingxue Huang, and Zhengyi Jiang, Experimental investigation on micro deep drawing of stainless steel foils with different microstructural characteristics, Chinese Journal of Mechanical Engineering. 34 (2021) 1-11
[14] Diao, Mingxia, Chunhuan Guo, Qianfei Sun, Fengchun Jiang, Liyu Li, Jifeng Li, De Xu, Chuanming Liu, and Haolun Song, Improving mechanical properties of austenitic stainless steel by the grain refinement in wire and arc additive manufacturing assisted with ultrasonic impact treatment, Materials Science and Engineering: A. 857 (2022) 144044.

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Composites Part B: Engineering (2014); 61: 340–349
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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

The structural-acoustic optimization analysis based on material selection optimization approach Wei Wang1, a, Luyun Chen 2, b 1School of Civil Engineering, Wuhan University, Wuhan, P.R.
China 2State Key Laboratory of Ocean Engineering, Shanghai Jiaotong University, Shanghai, P.R.
Introduction Noise and vibration control is becoming more and more important in engineering structural design and manufacture.
Special attention has been paid to on engineering design guidelines for stacking sequence design.
Discrete material optimization of general composite shell structures, International Journal of Numerical methods in engineering, vol 62(2005), pp2009-2027