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Online since: May 2013
Authors: Ying Zhang, Ya Ping Peng, Shi Feng Huang
Stress Test of CFRP Confined Concrete Short Column under Axial Load based on Cement-based Piezoelectric Sensor Ying Zhang1,a, Ya-ping Peng1,b* and Shi-feng Huang2,c 1 School of Civil Engineering and Architecture, University of Jinan, Jinan 250022, China 2 School of Materials Science and Engineering, University of Jinan, Jinan 250022, China akhdl.zy@163.com, b*pengyp517@126.com, cmse_huangsf@ujn.edu.cn Corresponding author: Ya-ping Peng.
Introduction CFRP (carbon fiber reinforced polymer) is a kind of important structural materials, it holds many virtues in the field of structures reinforcement, such as light weight, high strength, corrosion stability and excellent flexibility, and it has become one of the hot spots of research and application on the reinforcement and reconstruction of housing construction and bridge engineering.
Zhao: engineering mechanics Vol. 21 (2004), p. 22-27 [4] Y.
Online since: August 2017
Authors: Riana Herlina Lumingkewas, Abrar Husen, Rendy Andrianus
Lumingkewas1, a *, Abrar Husen2, b, and Rendy Andrianus3, c 1Laboratory of Building Material, Institut Teknologi Indonesia, 15320 Serpong, Indonesia 2,3Civil Engineering, Institut Teknologi Indonesia, 15320 Serpong, Indonesia ariana.herlina@iti.ac.id*, bianbagoes@yahoo.com, crendy.andrianus@yahoo.com Keywords: Coconut fibers, Splitting tensile strength, Concrete, Composites.
The coconut has the potential to be used as reinforcement of concrete material for the construction of civil engineering field.
Perrot, Effect of coconut fibers addition to early Age unfired soil-lime bricks strength, Key Engineering Materials, 594-595 (2013) 471-476
Sarani, The utilization of coconut fiber into fired clay brick, Key Engineering Materials, 673 (2016) 213-222
Online since: February 2013
Authors: Wan Sheng Yang, Zhang Yuan Wang, Huang Huan Guo, Xu Dong Zhao
Performance research of a solid desiccant material regenerating directly with solar energy YANG Wansheng1, 2, a, GUO Huanghuan1, WANG Zhangyuan1, b and ZHAO Xudong1 1School of Civil and Transportation Engineering, Guangdong University of Technology, Guangzhou 510006, China 2State Key Laboratory of Subtropical Building Science, South China University of Technology, Guangzhou 510600, China agdyangwansh@126.com, bzwang@gdut.edu.cn Keywords: Solar energy, solid desiccant material, equivalent thermal conductivity, penetrability Abstract.
In order to use solar energy efficiently and reduce the heat to the inlet air, a new solid desiccant regenerating directly with solar energy will be investigated with its thermal and physical properties, e.g., equivalent thermal conductivity and penetration under different simulated solar radiations, which will provide experimental basis for its practical engineering applications.
Fu: Diaster Prevention and Mitigation Engineering Vol. 30 (2010), p. 1
Wang: Thermophysics Engineering Vol. 4 (1983), p. 146.
Online since: May 2012
Authors: Shuang Chen, Yan Tao, Sheng Hua Zhao
Reliability Analysis of Different Concrete Strength RC Beams Reinforced by CFRP Shuang CHEN 1, a, Yan TAO 2, b Sheng-hua ZHAO 1,c 1 Guangxi Key Laboratory of Constructional Engineering Test, Guilin University of Technology, Guilin 541004,China 2 Department of foreign language, Guilin University of technology, Guilin 541004,China aopera_cs@yahoo.com.cn, baddidast@yahoo.com.cn, c0203100156@163.com Keywords: CFRP; concrete strength; RC beams; reliability Abstract: This paper analyzes the cause and effect of the influence which the change of concrete strength have on the reliability through carrying capacity test of six CFRP repaired and strengthened beams that are different in concrete strength grade.
But with the improvement of production technology, high-strength concrete is widely used in high-rise, large span, heavy loads modern civil engineering structures.
The method is simple and its accuracy can meet the engineering needs.
Earthquake Resistant Engineering Vol.27 (2005), p.55-57 [3] Langni Deng, Hua Chen, Peng Zhang: Study on Calculation Methods for Flexural Capacity of Normal Section of Concrete Beams Strengthened with Prestressed CFRP Plates.
Online since: January 2012
Authors: S.O.R. Biabanaki, S.M. Parvaneh, Amir R. Khoei
Parvaneh Center of Excellence in Structures and Earthquake Engineering, Department of Civil Engineering, Sharif University of Technology, P.O.
It was experimentally demonstrated that the constitutive modeling of granular and frictional materials can be utilized to construct suitable phenomenological constitutive models, which capture the major features of the initially loose powders to the complex deformation processing histories encountered in the manufacture of engineering components by powder metallurgy techniques.
Numerical Methods Engineering Vol. 66 (2006), p. 843–877
Online since: June 2015
Authors: Azrina Abd Aziz, Shaliza Ibrahim, Pichiah Saravanan
Nanocrystal TiO2 engulfed SiO2-Barium Hexaferrite for Enhanced Electrons Mobility and Solar Harvesting Potential Azrina Abd Aziz 1, a, Shaliza Ibrahim 2, b, Saravanan Pichiah 2, c 1Faculty of Engineering Technology, Universiti Malaysia Pahang, 26300 Kuantan, Pahang.
Malaysia. 2Department of Civil Engineering, Faculty of Engineering, University of Malaya, 50603 Kuala Lumpur.
Visible Light Improved, Photocatalytic Activity of Magnetically Separable Titania Nanocomposite, Chemical Engineering Journal, (2012), 183, pp. 349−356.
Online since: May 2014
Authors: Xu Dong Chen, Jian Yang, Andrew H.C. Chan
Consequently, damage response of structural glass under impact has attracted growing attentions from engineers and researchers.
White, Combined single and smeared crack model in combined finite-discrete element analysis, International Journal for Numerical Methods in Engineering. 44(1999) 41-57
John, Mesh size sensitivity of the combined FEM/DEM fracture and fragmentation algorithms, Engineering Fracture Mechanics. 69(2002) 281-295
Ramasamudra, Properties of PVB interlayer used in laminated glass, Journal of Materials in Civil Engineering. 4(1992) 71–76
Online since: October 2008
Authors: Hong Fan, Q.S. Li, Li Hua Xu
Experimental Studies on Seismic Behavior of Concrete-Filled Steel Square Tubular Column-Steel Beam Connection Hong Fan 1,2, a , Q.S Li 2,b and Lihua Xu 1,c 1 School of Civil Engineering, Wuhan University, China 2 Dept. of Building and Construction, City University of Hong Kong, China a fanhong360@163.com, b bcqsli@cityu.edu.hk, cxulihua-d@126.com Key Words: Concrete-filled Steel Tubular; Connection; Hysteresis behavior; Finite analysis; Ductility Abstract: This paper introduces a new connection-inner and through-type diaphragm, which is recommended by Technical Specification for Structures with Concrete-filled Rectangular Steel Tube Members.
Introduction The concrete-filled steel tubular structure is popularly used in the industry workshop, middle and high rise building, because this system can adapt the development of modernization engineering structure and satisfy the requirement of modern construction technology and the industrialization[1].
Earthquake Engineering and Engineering Vibration. (2004) [11] Z.H Zong, J.P Ge and Y.Q Yang.
Online since: June 2010
Authors: Li Wei, Guang Zhao, Hong Chua, Zhe Wang, Fang Ma
State Key Lab of Urban Water Resource and Environment, School of Municipal and Environmental Engineering, Harbin Institute of Technology, Harbin 150090,China 2.Department of Civil and Structural Engineering, The Hong Kong Polytechnic University, Hong Kong, China a zhaoguanghit@126.com Keywords: Anaerobic digestion, MFC, acidogenic stage, cattle dung Abstract The microbial fuel cell (MFC) constructed by a modified Continuous Stirred Tank Reactor (CSTR) which was used as acidification-phase of two-phase anaerobic digestion system.
Journal of Environmental Engineering 126 (9), p.796
Microbial fuel cells: novel microbial physiologies and engineering approaches.
Online since: June 2010
Authors: Ying Wang, Xue Ping Hu, Bin Sheng Liu
A Chaotic Prediction Method to Time Series Data Binsheng Liu1,a , Ying Wang2, b , Xueping Hu3, c 1 School of Economics & Management, Harbin Engineering University, Harbin 150001, China 2 Department of Training, Heilongjiang Commercial School, Harbin 150001, China 3 School of Humanities and Social Sciences, Harbin Engineering University, Harbin 150001, China a liubinsheng@163.com, bchenye_wang@163.com, cHuxuepinggood@163.com Keywords: Drinking water quality prediction;delay time; embedding dimension Abstract.
Systems Engineering-theory & Practice. 2003,8(12):86-94 [2] Su Chengjian.
China Civil Engineering Journal. 2004,37(9):96-99 [7] Dulakshi S.K.
Showing 27751 to 27760 of 38817 items