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Online since: November 2006
Authors: Shan Suo Zheng, Guo Zhuan Deng, Wei Tian
Fracture and Crack Mechanism of Bond-Slip Behaviors
in SRC Composite Structures
Shansuo ZHENG1, a, Guozhuan DENG2, b and Wei TIAN
3, c
1, 2, 3
School of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an, China
a
zhengshansuo@263.net, bdgz1805@yahoo.com.cn, csweetweiwei0294@sohu.com
Keywords: steel reinforced concrete, bond-slip, fracture and damage mechanism, fracture
toughness, micro-crack process zone, experiment study
Abstract.
Civil Eng.
Civil Eng.
Online since: August 2016
Authors: Feng Han, Zheng Wang
New Green Building Materials
Zhengwang1, a *, Fenghan2, b
1School of Civil Engineering, Lanzhou Jiaotong University, Lanzhou, 730070, Gansu, China
2Faculty of Geomatics, Lanzhou Jiaotong University, Lanzhou, 730070, Gansu, China
atumuhuazi@sina.com, b2104727129@qq.com
Keywords: The green building, Building materials, New materials
Abstract.
Nan, Civil construction of green building materials, The Use of the New Curriculum, (6) (2015) 18-20.
Nan, Civil construction of green building materials, The Use of the New Curriculum, (6) (2015) 18-20.
Physical Properties and Mechanical Behavior of Cement Mortars Containing Waste Tire Rubber Particles
Online since: January 2013
Authors: Qing Ye, Da Huang, Xiang He, Hui Li Lin, Kai Sun, Xing Ping Li
Ltd, Hangzhou 310014, China
2College of Civil Engineering, Zhejiang University of Technology, Hangzhou 310014, China
azjutyeqing@163.com, Corresponding author, Tel.:+86 0571 88320460
Keywords: Waste tire rubber; Cement mortar; Thermal conductivity; Mechanical behavior
Abstract.
J Mater Civil Eng, 1993, 5(4):478-496
J Mater Civil Eng, 1993, 5(4):478-496
Online since: November 2012
Authors: Zheng Qiang Li, Jing Zhou Zhao
Method and Application of Intelligent Reconfigurable Control
Li ZhengQiang1, 2, a, Zhao JingZhou1, 2, b
1State Key Laboratory for Civil Aircraft Flight Simulation, Shanghai
2Department of Flight Control system of SADRI, Shanghai
azhqli01@yahoo.com.cn, b zhaojingzhou@comac.cc
Keywords: Reconfigurable Flight control, Failure Detection, Intelligent Controller, T-S fuzzy- neural system
Abstract.
Retrofit Systems for Reconfiguration in Civil Aviation [D].
Ollero, Fuzzy control of reactive navigation with stability analysis based on Conicity and Lyapunov theory, Control Engineering Practice 12 (2004) 625–638
Retrofit Systems for Reconfiguration in Civil Aviation [D].
Ollero, Fuzzy control of reactive navigation with stability analysis based on Conicity and Lyapunov theory, Control Engineering Practice 12 (2004) 625–638
Online since: February 2011
Authors: Shuang Lu, Ying Zi Yang, Xiao Jian Gao, Jian Zhang
Preparation of chloride ion selective electrode and its potential response to different chloride solutions representing concrete environments
Xiaojian Gaoa, Jian Zhangb, Yingzi Yangc, Shuang Lud
School of Civil Engineering, Harbin Institute of Technology
P.
Box 1430, Civil Building, 66 Western Dazhi Street, Harbin 150006, China axjgao2002@yahoo.com.cn, b395141592@qq.com, cyzyang@hit.edu.cn, dlufrank@tom.com Keywords: Ag/AgCl electrode, potentiometry, chloride ion concentration, synthetic concrete pore solution.
Box 1430, Civil Building, 66 Western Dazhi Street, Harbin 150006, China axjgao2002@yahoo.com.cn, b395141592@qq.com, cyzyang@hit.edu.cn, dlufrank@tom.com Keywords: Ag/AgCl electrode, potentiometry, chloride ion concentration, synthetic concrete pore solution.
Online since: May 2011
Authors: Hua Chen, Kan Kang, Lang Ni Deng
Flexural Strengthening of Reinforced Concrete Beams with
Prestressed CFRP Plates
Langni Deng a, Hua Chen b and Kan Kang c
Department of Civil Engineering and Architecture, Guangxi University of Technology, Liuzhou, Guangxi, 545006, China
alangni666@126.com, bchhuaua@163.com, ckag209@sina.com
Key words: prestress, carbon fiber reinforced polymer plate (CFRP plate), reinforced concrete beam, strengthening, test.
Introduction Modern civil structures are seriously deteriorated due to their aging, environmental attack including corrosion, physical damage such as impact, and increased code permissible load limits.
Introduction Modern civil structures are seriously deteriorated due to their aging, environmental attack including corrosion, physical damage such as impact, and increased code permissible load limits.
Online since: January 2009
Authors: Jian Lin Luo, Zhong Dong Duan
The dispersivity of multi-walled carbon nanotubes (NMWTs) and
pressure-sensitive property of NMWTs reinforced cement composite
Jianlin Luoa, Zhongdong Duanb
School of Civil Engineering, Harbin Institute of Technology, Harbin, Heilongjiang Province, CHINA
a
lawjanelin@hit.edu.cn , bduanzd@hit.edu.cn
Keywords: Carbon nanotube, Dispersivity, Cement-based material, Microstructure,
Pressure-sensitive property
Abstract.
Introduction The cement-based material filled with some conductive fiber or/and particle have increasingly attracted much interest, and the intrinsic material could be locally large-scaled-distributed embedded in key components of civil infrastructures in service, diagnosing the stress, strain, and possible damage, to guarantee their safety [1, 2].
Introduction The cement-based material filled with some conductive fiber or/and particle have increasingly attracted much interest, and the intrinsic material could be locally large-scaled-distributed embedded in key components of civil infrastructures in service, diagnosing the stress, strain, and possible damage, to guarantee their safety [1, 2].
Online since: May 2012
Authors: Zi Fu Li, Yang Zhang, Yuan Zhao, Hai Han Li
Effects of Inhibitors on Fertility Loss Control of Source Separated Urine and Vegetable Growth
Yang Zhang 1, a, Zifu Li 1,b and Yuan Zhao 1,c Haihan Li1,d
1 School of Civil & Environmental Engineering
University of Science and Technology Beijing, Beijing, China
azhangyang83609@yahoo.com.cn, bzifulee@ yahoo.com.cn, cadayuan2003@163.com, dsmhz905@126.com
Keywords: ecological sanitation, source separation, nitrogen loss, urease inhibitor, yellow water, agriculture fertilizer.
Urine solutions The urine for the tests was taken from the male toilet in the civil and environmental school of University of Science and Technology Beijing (USTB), and stored for six months.
Urine solutions The urine for the tests was taken from the male toilet in the civil and environmental school of University of Science and Technology Beijing (USTB), and stored for six months.
Online since: January 2012
Authors: Xi Jian Liang, Xiao Ke Li, Shi Ming Liu
Static Analysis of Prestressed Concrete Bridge
with Slant-legged Rigid Frame
Xiaoke Lia, Xijian Liangb and Shiming Liuc
School of Civil Engineering and Communication, North China University of Water Conservancy and Hydroelectric Power, Zhengzhou, Henan Province 450011, P.
Fig. 1 Longitudinal section of the bridge (unit: cm) Fig. 2 Mid-span transversal section of the bridge (unit: cm) Model of Static Analysis The numerical mode of this bridge was built using the specialist software MIDAS/Civil.
Fig. 1 Longitudinal section of the bridge (unit: cm) Fig. 2 Mid-span transversal section of the bridge (unit: cm) Model of Static Analysis The numerical mode of this bridge was built using the specialist software MIDAS/Civil.
Theoretical Model for Interfacial Nonlinear Bond Softening Behavior between Embedded Steel and HSHPC
Online since: September 2007
Authors: Shun Li Che, Lei Li, Wei Zhao, Shan Suo Zheng, Guo Zhuan Deng
Theoretical Model for Interfacial Nonlinear Bond Softening Behavior
between Embedded Steel and HSHPC
Shansuo ZHENG, Lei LI, Guozhuan DENG,
Shunli CHE and Wei ZHAO
School of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an 710055, China
a
zhengshansuo@263.net, blilei1004@163.com, cdgz1805@yahoo.com.cn,
d
cheshunli@126.com, ezwn105@163.com
Keywords: steel reinforced concrete, interfacial bond softening, mechanism, constitutive model,
bond-slip.
Civil Eng.
Civil Eng.