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Online since: October 2012
Authors: Wen Hua Wang, Wen Ding Zhao, Xiang Li Kong
The Instability Analysis and Processing scheme of ChangXin Viaduct Abutment
Wenhua Wang1, a, Wending Zhao2,b and Xiangli Kong3,c
1 Key Laboratory of Civil Engineering Earthquake Resisitance and Disaster Mitigation of JiLin Province, Changchun Institute of Technology, Changchun City, China
2 JiLin Provincial Communication Planning and Design Institute, Changchun City, China
3 JiLin Provincial Communication Planning and Design Institute, Changchun City, China
a wwh741205@126.com, b zwd8768@163.com, c 384456555@qq.com
Keywords: Bridge abutment.
YanJi basin has not ground stress test material, but according to the engineering geology survey, found that after the slope excavation, locality appearing unloading spring back deformation and collapse phenomenon.
Chinese Journal of Rock Mechanics and Engineering.
(in Chinese) [3] Zhanzhao Ge, Yangjun Han, Xin Zhang.Research on Additional Stress of Fill on the Abutment[J].Highway Engineering.
YanJi basin has not ground stress test material, but according to the engineering geology survey, found that after the slope excavation, locality appearing unloading spring back deformation and collapse phenomenon.
Chinese Journal of Rock Mechanics and Engineering.
(in Chinese) [3] Zhanzhao Ge, Yangjun Han, Xin Zhang.Research on Additional Stress of Fill on the Abutment[J].Highway Engineering.
Online since: January 2013
Authors: Chao Sun, Shu Li Zhao
College of Urban and Rural Construction, Agricultural University of Hebei, Baoding 071001,China.
3.School of Civil Engineering, Beijing Jiaotong University, Beijing 100044
a. 1059155978@qq.com ,b. z-s-l-1979@163.com
Keywords: Equi-eimb L-shaped reinforced concrete columns, Rational reinforcement arrangement, Numerical integral method, Mx-My curves
Abstract.
Analysis of Examples The Mx-My Curve of L-Shaped Column Section for the Reinforced bar of Practical Engineering In this article, the structural design software PKPM is used to design the columns structure of a residential structure.
Behavior of T-shaped column under different directional cyclic loading [J], Earthquake Engineering and Engineering Vibration, 1995,15(4):76-84
Analysis of Examples The Mx-My Curve of L-Shaped Column Section for the Reinforced bar of Practical Engineering In this article, the structural design software PKPM is used to design the columns structure of a residential structure.
Behavior of T-shaped column under different directional cyclic loading [J], Earthquake Engineering and Engineering Vibration, 1995,15(4):76-84
Online since: April 2012
Authors: Ya Dong Bian, Ran Hai
Experimental Study of Thermal Conductivity of Carbon Fiber Reinforced Cement-based Composites
Yadong Biana and Ran Haib
School of Civil Engineering and Architecture, Zhongyuan University of Technology, Zhengzhou 450007, China
amobcoco@sina.com, blilyhai_2001@163.com
Keywords: Carbon fiber; Cement-based composites; Thermal conductivity
Abstract.
The heat engineering calculation is directly related to the material thermophysical properties while the heating efficiency of carbon fiber reinforced cement-based composites is evaluated.
The research on thermal conductivity of carbon fiber reinforced cement-based composites is an essential link which can provide the reliable evidence for the heat engineering calculation of the material.
And the purpose of the research is to obtain the specific corresponding relationship between the carbon fiber weight and thermal conductivity and provide the evidence for heat engineering calculation. 2 Experimental study 2.1 Specimen design The specimen of carbon fiber reinforced cement-based composites is made up of 425R ordinary Portland cement, ISO standard sand, high-strength PAN-based short carbon fiber (the average length is 5mm), carboxymethyl cellulose dispersant agent, silica micro powder(SiO2 weight is more than 95% and particle size is between 0.01 and 0.1µm), tributyl phosphate defoaming agent, FDN-1 high efficiency water reducing agent and some other raw material.
The heat engineering calculation is directly related to the material thermophysical properties while the heating efficiency of carbon fiber reinforced cement-based composites is evaluated.
The research on thermal conductivity of carbon fiber reinforced cement-based composites is an essential link which can provide the reliable evidence for the heat engineering calculation of the material.
And the purpose of the research is to obtain the specific corresponding relationship between the carbon fiber weight and thermal conductivity and provide the evidence for heat engineering calculation. 2 Experimental study 2.1 Specimen design The specimen of carbon fiber reinforced cement-based composites is made up of 425R ordinary Portland cement, ISO standard sand, high-strength PAN-based short carbon fiber (the average length is 5mm), carboxymethyl cellulose dispersant agent, silica micro powder(SiO2 weight is more than 95% and particle size is between 0.01 and 0.1µm), tributyl phosphate defoaming agent, FDN-1 high efficiency water reducing agent and some other raw material.
Online since: September 2014
Authors: Jyh Dong Lin, Dana Mutiara Kusumawardani
Evaluations of Performance and Thermal Properties in Porous Asphalt Concrete Containing Steel Slag
Dana Mutiara Kusumawardani1, a, Jyh-Dong Lin1,b
1Department of Civil Engineering, National Central University, Chungli, Taiwan, R.O.C.
BSSF is an advanced metallurgical molten slag processing technology self-developed by Baosteel Engineering.
BSSF is an advanced metallurgical molten slag processing technology self-developed by Baosteel Engineering.
Mater., Vol. 138, No. 2 (2006), p. 261 [6] Environmental Protection Administration Executive Yuan, http://www.epa.gov.tw/en/ [7] Baosteel Engineering & Technology Group Co., http://bsee.baosteel.com/english/
BSSF is an advanced metallurgical molten slag processing technology self-developed by Baosteel Engineering.
BSSF is an advanced metallurgical molten slag processing technology self-developed by Baosteel Engineering.
Mater., Vol. 138, No. 2 (2006), p. 261 [6] Environmental Protection Administration Executive Yuan, http://www.epa.gov.tw/en/ [7] Baosteel Engineering & Technology Group Co., http://bsee.baosteel.com/english/
Online since: December 2019
Authors: A.P.S. Selvadurai
Selvadurai1, a
1Department of Civil Engineering and Applied Mechanics, McGill University, 817 Sherbrooke Street West, Montreal, QC, Canada H3A 0C3
apatrick.selvadurai@mcgill.ca
Keywords: Dilatant fractures, interface mechanics, interface degradation, mathematical contact mechanics
Abstract.
The performance of fractures is crucial to engineering activities associated with geologic disposal of hazardous wastes and greenhouse gases and hydraulic fracturing designed to extract oil and gas and geothermal energy resources.
The hydro-mechanical performance of fractures and geological interfaces are therefore of major importance to engineering geosciences.
Contact Mechanics in the Engineering Sciences (Tech Science Press, 2010)
The performance of fractures is crucial to engineering activities associated with geologic disposal of hazardous wastes and greenhouse gases and hydraulic fracturing designed to extract oil and gas and geothermal energy resources.
The hydro-mechanical performance of fractures and geological interfaces are therefore of major importance to engineering geosciences.
Contact Mechanics in the Engineering Sciences (Tech Science Press, 2010)
Online since: November 2016
Authors: Terence G. Langdon, Roberto B. Figueiredo, Megumi Kawasaki
Langdon 3,4,
1Division of Materials Science and Engineering,
Hanyang University, Seoul 133-791, South Korea
2Department of Materials Engineering and Civil Construction,
Universidade Federal de Minas Gerais, Belo Horizonte 31270-901, MG, Brazil.
3Departments of Aerospace & Mechanical Engineering and Materials Science
University of Southern California, Los Angeles, CA 90089-1453, U.S.A.
4Materials Research Group, Faculty of Engineering and the Environment
University of Southampton, Southampton SO17 1BJ, U.K.
Online since: September 2004
Authors: R.H. Scott, A.W. Beeby
Beeby
2,b
1 School of Engineering, University of Durham, Durham, DH1 3LE, UK
2
School of Civil Engineering, University of Leeds, Leeds, LS2 9JT, UK
a
richard.scott@durham.ac.uk, b a.w.beeby@leeds.ac.uk
Keywords: Concrete, beam, Slab, Tension stiffening, Deflection
Abstract.
Acknowledgements The principal financial support for the research programme was provided by the Engineering and Physical Sciences Research Council (EPSRC).
References [1] Scott, R.H. and Gill, P.A.T., Short Term Distributions of Strain and Bond Stress along Tension Reinforcement, The Structural Engineer, Vol. 65B, No. 2.
Acknowledgements The principal financial support for the research programme was provided by the Engineering and Physical Sciences Research Council (EPSRC).
References [1] Scott, R.H. and Gill, P.A.T., Short Term Distributions of Strain and Bond Stress along Tension Reinforcement, The Structural Engineer, Vol. 65B, No. 2.
Online since: August 2012
Authors: Pei Jiang, Nan Li, Yang Chao Sun
Heat recovery and Urban mobile heat provider system
for industrial and mining enterprises
Jiang Pei1, a, Li Nan1,b and Sun Yang-chao2,c
1Department of weaponry Engineering , Naval University of Engineering, Wuhan, China
2No.91622 Unit, Sanya, China
ajiangpei@vip.163.com, blinanchina8404@163.com, c sunyangchao@163.com
Keywords: Heat recovery, mobile heat provider
Abstract.
l Heat storage volume if only 1/5 of the direct hot water storage volume l Phase transition temperature at 79 ° C, very suitable for the field of civil heating l Melting latent heat is of 620kJ / L, the heat storage capacity is seven times the same volume of water with 20K temperature differences.
Waste heat recovery using heat pipe heat exchanger (HPHE) for surgery rooms in hospitals[J].Applied thermal Engineer.2000,20(14):1271-1282
A numerical study of solar chimney for natural ventilation of buildings with heat recovery [J].Applied thermal engineer.1998,18(12):1171-1187.
l Heat storage volume if only 1/5 of the direct hot water storage volume l Phase transition temperature at 79 ° C, very suitable for the field of civil heating l Melting latent heat is of 620kJ / L, the heat storage capacity is seven times the same volume of water with 20K temperature differences.
Waste heat recovery using heat pipe heat exchanger (HPHE) for surgery rooms in hospitals[J].Applied thermal Engineer.2000,20(14):1271-1282
A numerical study of solar chimney for natural ventilation of buildings with heat recovery [J].Applied thermal engineer.1998,18(12):1171-1187.
Online since: June 2007
Authors: Hong Jian Liao, Hang Zhou Li, Kyoji Sassa, Gong Hui Wang
Unified Three-dimensional Revision of Modified Cam Clay Model
Hang-zhou Li 1,a, Hong-jian Liao 1,b, Kyoji Sassa
2,c, and Gong-hui Wang2,d
1
Department of Civil Engineering, Xi'an Jiaotong University, Xi'an, Shaanxi, 710049, China
2
Research Centre on Landslides, Disaster Prevention Research Institute, Kyoto University,
Gokasho, Uji, Kyoto, 611-0011, Japan
a
lihangzhou77@163.com, bhjliao@xjtu.edu.cn, csassa@scl.kyoto-u.ac.jp,
d
wanggh@landslide.dpri.kyoto-u.ac.jp
Keywords: unified strength theory, modified cam clay model, critical state line, singularity
Abstract.
Journal of Engineering Mechanics, Vol 126 (2000), p. 112 [7] Yu, M.
Recent Development of Geotechnical Engineering in Soft Ground, (2005), p. 224 [9] Yu, M.
Unified elasto- plastic associated and nonassociated model and its engineering application.
Journal of Engineering Mechanics, Vol 126 (2000), p. 112 [7] Yu, M.
Recent Development of Geotechnical Engineering in Soft Ground, (2005), p. 224 [9] Yu, M.
Unified elasto- plastic associated and nonassociated model and its engineering application.
Online since: March 2010
Authors: Ai Ling Wen, Sheng Wu Wang, Rui Ming Ren, Xiu Xia Yan
Effect of Combined Shot Peening Process
for Surface Nanocrystallization Method on Fatigue Strength of TC4
Ai-Ling Wen1, a, Sheng-wu Wang2,b, Rui-ming Ren 3,c and Xiu-xia Yan4,d
1
School of Mechanical Engineering, Dalian Jiaotong University, Dalian 116028, China
2
School of Materials Science and Engineering, Dalian Jiaotong University, Dalian 116028, China
3
School of Civil and Safety Engineering, Dalian Jiaotong University, Dalian 116028, China
4
Yantai Engineering Vocational and Technical College.