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Usanova and R.Timokhin, Regularities of change in the properties of paint coatings on cement concretes at moistening, Lecture Notes in Civil Engineering. 70 (2020) 1-14
Skachkov, The application of the holographic method for evaluation of a stress deformation state of cement paint coatings, International Journal of Applied Engineering Research. 11(14) (2016) 8377-8378
Skachkov, Assessment of the stress state of the coating in depending on the porosity of the cement substrate, Key Engineering Materials. 737 (2017) 179-183

Characteristics of Fiber Reinforced Cementitious Composites in Dependence on Casting Direction FORNŮSEK Jindřich1,a and TVAROG Michal1,b 1Czech Technical University in Prague, Faculty of Civil Engineering, Experimental Centre, Thákurova 7, 166 29 Prague 6, Czech Republic ajindrich.fornusek@fsv.cvut.cz, bmichal.tvarog@fsv.cvut.cz Keywords: Concrete, fibres, fracture energy, FRC, UHPFRC.
Batson, Mechanics of crack arrest in concrete, Journal of Engineering Mechanics 89 (1963) 147-168
Konvalinka, Development of Ultra High Performance Fiber Reinforced Concrete Mixture, in: Proceedings of Business, Engineering and Industrial Applications (ISBEIA), 2012 IEEE Symposium on, IEEE, Bandung, 2012, pp. 861-866. 

Buckling Optimization of Composite Shells by Utilizing Finite Element Analysis, Neural Networks and Genetic Algorithm Hossein Amirabadi1,a and Mehdi Mostofi2,b 1Department of Mechanical Engineering, Abadeh Branch, Islamic Azad University, Abadeh, Iran 2Department of Mechanical Engineering, East Tehran Branch, Islamic Azad University, Iran ahossin_amirabadi@yahoo.com, bmehdi_mostofi@yahoo.com Keywords: Composite shells, buckling, optimization, neural network, genetic algorithm.
Introduction Nowadays, composite shells have wide range applications in many fields such as automotive, aerospace, marine, biomedical and civil industries [1].
Approximating function and forecasting the response of issues all around the state space points in different engineering applications are among the capabilities of the software.

Cherednichenkoc* 1Volgograd State Technical University, Institute of architecture and civil engineering, Akademicheskaya st.,1, Volgograd, 400074, Russia aoburlachenko@yandex.ru, boxxxana72@yandex.ru, ctati_cher@mail.ru.
Tukharely, The possibility of using the ultrafine liquid thermal insulation to protect the load-bearing reinforced concrete elements in multi-layered outer wall, Engineering journal of Don, 2(9) (2017)
Chesnokova, The engineering method of calculation of the thermal resistance of multilayer constructions with heterogeneous inclusions, Internet-Vestnik VolgGASU, Ser.

At the present time, to deal with the foundation, dynamic compaction is used in many areas including industrial and civil buildings, storage, oil tank, warehouse, highway, railroad bed, airport runway, harbor and bank protection work, and so on.
Design of dynamic compaction experiment 1.1 Engineering geological condition.
Research on Theory and Technology of Improving Soft Clay with WCM .Chinese Journal of Geothechnieal Engineering, 2000，22(1)：18-22(in Chinese) [2] Zhou jian, Zhang Sifeng, Jia Mincai, et cl.
Chinese Journal of Underground Space and Engineering 2006，2(3)：510-516(in Chinese) [3] Lu Xin, Zheng Yingren, Zhou Liangzhong, Dynamic Compacting Reinforcement Mechanism, Calculation, Spread and Exploitation of Soft Clay.

MR dampers have found applications in several fields, mainly control of civil engineering structures and vehicle suspension systems.
ASCE J. of Engineering Mechanics, 123: 230-238, 1997
Conf. on Vibration Engineering, Dalian, China, August 6-9, 1998

Many materials encountered in civil/mechanical and biomechanical engineering can be considered as porous media consisting of an assemblage of solid particles and a pore space.
The study of wave propagation in porous media has received considerable attention especially in the context of seismology and advanced engineering applications.
Chambarel: Transient mechanical wave propagation in semi-infinite porous media using a finite element approach, Soil Dynamics and Earthquake Engineering, Vol. 25, pp. 421-430, (2005)

Study on spins and deformation rate of solid circular shafts at finite torsion deformation YANG Lihong 1, a , ZOU Guangping1, b and ZHANG Xueyi 1, c 1 College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001, China a yanglihong@hrbeu.edu.cn, bzouguangping@hrbeu.edu.cn, czhangxueyi@hrbeu.edu.cn Key words: Solid circular shaft torsion; Elasto-plastic finite deformation; Spin; Deformation rate Abstract.
Journal of Harbin Engineering University.

Development of Non-pneumatic Tire Technology ZHANG Zhong-zhia, LV Jian-gangb, SONG Binc, GUO Shao-yand, GAO Feie Mechanical Engineering College, Shijiazhuang Hebei 050003, China a329113511@163.com,b15832169063@163.com,cb824746317@163.com d15130631350@163.com,eflyinghigh@163.com Keywords: non-pneumatic wheel; material; structure design; development Abstract.
The tires have been used for loader and excavator and other large engineering vehicles.
Not only mature PU solid tire has been widely used, Tweel of Michelin and slipknot tires of Asiatic Airboss have also gained recognition in the engineering application.
The non-pneumatic tire shows many good properties and is attracting the attention of many companies and scholars at home and abroad and has a huge potential in civil, military, aerospace and other fields.

A NURBS-BEM Application in Continuum Damage Mechanics Vincenzo Mallardo1,a, Eugenio Ruocco2,b, and Gernot Beer3,c 1Department of Architecture, University of Ferrara, Ferrara (Italy) 2Department of Civil Engineering, Design and Environment, University of Campania, Caserta (Italy) 3Institute of Structural Analysis, Graz University of Technology, Graz (Austria) amlv@unife.it (Corresponding author), beugenio.ruocco@unicampania.it, cgernot.beer@tugraz.at Keywords: Integral equation, isogeometric analysis, non linear.
Introduction Since the beginning of the Computer-Aided Engineering (CAE) there has been a gap between the representation of the geometry and its structural modelling.
Such a dichotomy forces the engineer to double his work, one step to design the geometry and a second step to remodel its structure.