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Online since: June 2018
Authors: Pavlo V. Kryvenko, Rudolf Hela, Grigorii Vozniuk, Lenka Bodnárová, Sergii Guzii
Krivenko4,d and G.Vozniuk5,e 1,3Brno University of Technology, Faculty of Civil Engineering, Veveři 331/95, 60200 Brno, Czech Republic 2,4,5V.D.
J.of Innovative Research in Science, Engineering and Technology, Vol. 4, Issue 1, (2015) 18511-18515, DOI: 10.15680/IJIRSET.2015.0401014 [10] K.
Online since: June 2019
Authors: Xin Guan, Jing Zhao, Hai Qiao Liu
Therefore, multi-source information fusion technology has been widely valued and successfully applied in military and civil fields.
In practical engineering applications, the classification information obtained by multiple evidence sources is without prior knowledge in many cases[8].
Journal of air force engineering university(Natural science edition),2007,8(3):39-42
Online since: July 2014
Authors: Sheng Ji Jin, Zhong Liang Li, Yan Ling Wang, Jian Zhang
Experimental Study on the Performance of the Basalt Fiber Concrete Resistance to Freezing and Thawing Shengji Jin1,a, Zhongliang Li 1,b , Jian Zhang1,c and Yanling Wang1,d 1 School of Architecture and Civil Engineering, Shenyang University of Technology, Shenyang 110870, China ashengjijin@sina.com,bno1zhongliang521@126.com,c296880153@qq.com, dcolorful.53719.com@qq.com Keywords: basalt fiber; reinforced concrete; freezing-thawing resisting performance; dynamic modulus of elasticity; quality loss Abstract.
It now has been closely watched in the field of construction engineering.
Online since: September 2016
Authors: Jin Yang Jiang, Yun Gao, Song Mu
Solid Mass Fractal Model for Pore Structure in Cement Paste Yun GAO*1,2,a, Song MU3,b, Jinyang JIANG1,2,c 1School of Materials Science and Engineering, Southeast University, Nanjing 211189, P.R.
China 3State Key Laboratory of High Performance Civil Engineering Materials, Nanjing 211189, P.R.
Online since: August 2016
Authors: Liang Liang, Yong Sheng Hou
Study on Fundamental Frequency of Airport Runway Based on Elastic Layered Soil Model Liang Liang1,2,a, Hou Yongsheng1,2,b 1Hebei Provincial Communications Planning and Design Institute, Shijiazhuang 050000 2Hebei Provincial Road Structure and Materials Engineering Technology Research Centre, Shijiazhuang 050000 a515806540@qq.com,b292493548@qq.com Keywords: Pavement; Finite element; Elastic layered soil; fundamental frequency Abstract: The relationship between fundamental frequency and structural layerof runway is discussed based on a series of ANSYS models.
This choice was made because it not only satisfies the engineering requirements for accuracy of the testing results, but also puts the speed of calculation into consideration. 3.3 Boundary Conditions There is complete contact between pavement surfaces and foundations.
According to the relationship between the models of elastic layered foundation and elastic half-space foundation stated in Civil Aviation Transportation Airport Cement Concrete Pavement Design Specifications, the modulus of top base reaction is 75MN/m³ when the foundation intensity is 40MN/ m³.
Online since: December 2016
Authors: Fernando Antunes, Daniel Camas, Pedro Prates, Pedro Loureiro
Numerical Determination of Fatigue Threshold from CTOD Daniel Camas1,a, Pedro Loureiro2,b, Pedro Prates2,c and Fernando Antunes2,d 1Departamento de Ingeniería Civil, de Materiales y Fabricación, Universidad de Málaga, Escuela Politécnica Superior, C/Doctor Ortiz Ramos, s/n.
Campus de Teatinos, E-29071 Málaga, Spain 2CEMUC, Department of Mechanical Engineering, University of Coimbra adcp@uma.es, bpedro_tripas@hotmail.com, cpedro.prates@dem.uc.pt, dfernando.ventura@dem.uc.pt Keywords: Crack tip opening displacement, fatigue threshold, finite element method.
Introduction Engineering analysis of fatigue crack growth is usually performed by relating da/dN to the stress intensity factor range, DK.
Online since: November 2016
Authors: Márcio Celso Fredel, Luciana Maccarini Schabbach, Luiza Izabel Jacinto, Maria Eduarda Xavier da Silva, Deivis Luis Marinoski
Schabbach1,3 1CERMAT– Ceramic & Composite Materials Research Group, Department of Mechanical Engineering, Federal University of Santa Catarina. 2CB3E - Brazilian Center of Energy Efficiency in Buildings, Department of Civil Engineering and Mechanics, Technology Center, Federal University of Santa Catarina. 3Federal University of Santa Catarina, Campus Blumenau, Salto do Norte, Blumenau - SC - 89065-300.
Online since: December 2016
Authors: Chun Ku Lu, Cheng Haw Lee, I Feng Wang
Compressive Strength and High-Temperature Residual Strength of Cement Specimens Containing Bagasse Ash I-Feng Wang1, a, Cheng-Haw Lee1, b* and Chun-Ku Lu1, c 1Department of Resources Engineering, National Cheng Kung University, Taiwan anike0917229@yahoo.com.tw, bchenghawlee@gmail.com, czivlu@msn.com Keywords: Cement, Concrete, Bagasse ash, Pozzolan, Waste material, High temperature Abstract.
Introduction Cement is an indispensable material in civil engineering, due to its versatility, convenience, low cost, and availability [1].
Online since: March 2017
Authors: Karel Mikeš, Milan Jirásek
Quasicontinuum Method Combined with Anisotropic Microplane Model MIKEŠ Karel1,a,∗, JIRÁSEK Milan1,b 1Faculty of Civil Engineering, Czech Technical University in Prague, Thakurova 7/2077, 166 29 Prague, Czech Republic akarel.mikes.1@fsv.cvut.cz, bmilan.jirasek@fsv.cvut.cz Keywords: Quasicontinuum Method; Microplane Model; Finite Elements; Multiscale Modeling; Fibrous Material; Particle Model.
Oh, Microplane model for progressive fracture of concrete and rock, Journal of Engineering Mechanics. 111 (1985) 559-582
Online since: August 2014
Authors: Hong Yan
Research on Flood control Operation for Poyang Lake Semi-restoration Dikes Are Based on Variable Fuzzy Optimization Theory Hong Yan School of Civil Engineering and Urban Construction, Jiujiang University, Jiujiang yhtj@jju.edu.cn Keywords: Semi-restoration Dikes; flood control; fuzzy optimization; optimal operation; Poyang Lake Abstract.
The fast assessment of the flood disaster loss in Poyang lake district[D].Nanchang: Nanchang University Institute of architecture and engineering,2006,6.
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