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Online since: September 2011
Authors: Zhen Wei Zhang, Hong Bo Zhang, Xue Ping Wang
Study on the Temperature Field of Jet Plug-in Hot Blast Furnace
Xueping Wang1,a, Zhenwei Zhang2,b and Hongbo Zhang 2,c
1School of Mechanical Engineering, Shenyang University of Chemical Technology, China
2School of Mechanical Engineering and Automation, Northeastern University, China
a973wxp@sohu.com, bzzw1658@126.com, czhongbo_traveler@163.com
Keywords: Hot Blast Furnace.
Introduction Hot blast furnace, which involves light industry, chemical industry, metallurgy, civil construction and other departments, is used widely as auxiliary equipment in the drying industry.
Introduction Hot blast furnace, which involves light industry, chemical industry, metallurgy, civil construction and other departments, is used widely as auxiliary equipment in the drying industry.
Online since: May 2011
Authors: Xiang Dong Zhang, Yan Yue, Yun Liang
Experimental Study of Fly Ash Activator in the Application of Aeolian Soil
ZHANG Xiang-Donga, LIANG Yun b, YUE Yan c
Institute of Civil Engineering and Transportation ,Liaoning Technical University, Fuxin ,Liaoning, 123000,China
azhxd2008@yahoo.com.cn, bliangyun3204@126.com,
Key words: Unconfined compression strength, Exciting agent of fly ash, Uniform design, contrast test.
Study on the engineering mechanical properties of the improving loess with fly ash [J].
Study on the engineering mechanical properties of the improving loess with fly ash [J].
Online since: January 2026
Authors: Ke Gang Wang
Testing Theories and Simulations on Phase Coarsening by Experiments
Kegang Wang1,a*
1Mechanical and Civil Engineering Department, Florida Institute of Technology,
Melbourne, FL 32901, USA
aKWANG@FIT.EDU
Keywords: Phase coarsening, Phase-field method, Diffusion screening theory, Diffusion layer theory
Abstract.
Wang, Influence of phase coarsening on fatigue crack growth in precipitate strengthened alloys, Engineering Fracture Mechanics, 205 (2019), 229-252
Wang, Influence of phase coarsening on fatigue crack growth in precipitate strengthened alloys, Engineering Fracture Mechanics, 205 (2019), 229-252
Online since: December 2013
Authors: Mang Wu, Wei Zhou, Xiao Qin Zhou, Zi Fu Li, Chun Ju Wang, Shao Ying Liu
New Concept Design of modified DEWATS system for wastewater treatment with both horizontal subsurface constructed wetland and aquatic plants pond system in military barracks
Zhou Xiaoqin1a, Zhou Wei1b, Li Zifu1c*, Wang Chunju2d, Liu Shaoying2e
and Wu Mang2f
1School of Civil and Environmental Engineering, University of Science and Technology Beijing, No. 30 Xueyuan Road,Haidian District,Beijing PR China
2 Beijing Design Institute of China Air Force,No.10 Pingle garden,Xidawang Road,Chaoyang District,Beijing PR China
azhouxiaoqin025@163.com,bzhouweimyself@sina.com,*czifulee@aliyun.com,def31301674@qq.com
Keywords: DEWATS, horizontal subsurface constructed wetland, aquatic plants pond, military barracks wastewater
Abstract.
Engineering Characteristics.
Engineering Characteristics.
Online since: December 2013
Authors: Hai Nan Zhao, Qiang Gao, Chang Zheng Sun, Xiao Ping Zhang
School of Civil Engineering,Shenyang Jianzhu University,Shenyang110168,China;
aqianqian45220@126.com
Keywords: Retarder; Grouting material; Ultra strength; Final setting time
Abstract: To explore retarders on performance of ultra-early strength grouting material, Retarder, which are commonly used in the market after a preliminary screening, are further tested and analyzed for initial fluidity, setting time and mechanical strength properties of super early strength grouting material.
In practical engineering application process, the improper use of retarder, or the suited between admixture, result in abnormal condensation of grouting material.
In practical engineering application process, the improper use of retarder, or the suited between admixture, result in abnormal condensation of grouting material.
Online since: April 2004
Authors: Tie Jun Wang, Z.S. Shao, L.F. Fan
Wang
1 School of Civil Engineering and Mechanics, State Key Laboratory for the Strength and
Vibration of Mechanical Structures, Xian Jiaotong University, Xian 710049, China
Keywords: Functionally graded material, FGM, Circular hollow cylinder, Finite length, Sine
transform.
INTRODUCTION Functionally graded materials (FGM), as a new kind of nonhomogeneous materials have been widely used in engineering structures[1].
INTRODUCTION Functionally graded materials (FGM), as a new kind of nonhomogeneous materials have been widely used in engineering structures[1].
Online since: October 2013
Authors: Shun Bo Zhao, Jun Feng Li, Feng Jun Shi, Zhong Hua Du
Shear Resistance of Pre-cracking Reinforced Concrete T-beam Strengthening with CFRP Sheets
Shunbo Zhaoa, Junfeng Lib, Fengjun Shic and Zhonghua Dud
School of Civil Engineering and Communication, North China University of Water Conservancy and Hydroelectric Power, Zhengzhou, Henan Province 450011, P.
Introduction The reduction of shear resistance of reinforced concrete beams in engineering may be caused by many reasons.
Introduction The reduction of shear resistance of reinforced concrete beams in engineering may be caused by many reasons.
Online since: September 2011
Authors: Li Ping Qiu, Hong Lan Li, Shou Bin Zhang
Study on Nitrite Accumulation in Biological Aerated Filter
Treating Municipal Wastewater
Shoubin Zhang1, a, Liping Qiu1,b* and Honglan Li1,c
1 Department of Municipal Engineering, School of Civil Engineering & Architecture, University of Jinan, NO.106 Jiwei Road., Jinan 250022, P.R.China
a jdzhangshoubin@yahoo.cn, b* Corresponding author: cea_zhangsb@ujn.edu.cn,
c cea_lihl@ujn.edu.cn
Keywords: Biological Aerated Filter; nitrite accumulation; nitrous nitrification; municipal wastewater
Abstract.
Online since: April 2011
Authors: Jia Chun Wang
Determination of the apparent activation energy of concrete by
adiabatic test
Wang Jiachun 1, a
1 Department of Civil Engineering, Xiamen university of technology, Xiamen, 361024, China
ajchwang@xmut.edu.cn
Keywords: Concrete, Apparent activation energy, early age, adiabatic test .
For engineering application, the ratio between the liberated heat of hydration Q (t) at time t and the total liberated heat at complete hydration Qmax is considered the most convenient index to express the hydration degree Where is liberated heat at time t, kJ kg-1 is total liberated heat of complete hydration, kJ kg-1 The heat liberated at time t can be determined from continuous measurements of the adiabatic temperature rise, measured during tests performed by adiabatic calorimeter is adiabatic temperature rise, ℃ is specific heat of concrete, kJ kg-1℃-1 The maximum amount of heat Qmax liberated at complete hydration can be directly determined from the clinker composition of the cement.
For engineering application, the ratio between the liberated heat of hydration Q (t) at time t and the total liberated heat at complete hydration Qmax is considered the most convenient index to express the hydration degree Where is liberated heat at time t, kJ kg-1 is total liberated heat of complete hydration, kJ kg-1 The heat liberated at time t can be determined from continuous measurements of the adiabatic temperature rise, measured during tests performed by adiabatic calorimeter is adiabatic temperature rise, ℃ is specific heat of concrete, kJ kg-1℃-1 The maximum amount of heat Qmax liberated at complete hydration can be directly determined from the clinker composition of the cement.