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Online since: August 2016
Authors: Tomasz Sadowski, Przemysław Golewski
Numerical and Experimental Analysis of Foreign Objects Impact into the Surface with TBC Coating
SADOWSKI Tomasz1,a, GOLEWSKI Przemysław1,b
1Faculty of Civil Engineering and Architecture, Lublin University of Technology,
Nadbystrzycka 38, 20-618 Lublin, Poland
asadowski.t@gmail.com, bpgolewski@gmail.com
Keywords: thermal barrier coating system, impact, FEM.
Since it is difficult to prevent the appearance of particles (with order of microns) in the exhaust gases, the engineers have a limited trust towards the applied coatings, particularly at the leading edge [12].
Comparison of the finite elements and analytical models, Arch. of Civil and Mechanical Eng. 15 (2015) 1180-1192
Since it is difficult to prevent the appearance of particles (with order of microns) in the exhaust gases, the engineers have a limited trust towards the applied coatings, particularly at the leading edge [12].
Comparison of the finite elements and analytical models, Arch. of Civil and Mechanical Eng. 15 (2015) 1180-1192
Online since: September 2022
Authors: Chung Hao Wu
Mechanical Properties of Concrete Incorporating Waste Tire Rubber as Aggregate
Chung-Hao Wu1,a
1Department of Civil Engineering, National Kaohsiung University of Science and Technology, Kaohsiung 80778, Taiwan
acivil343@gmail.com
Keywords: Concrete, waste tire rubber aggregate, mechanical properties, ultrasonic pulse velocity.
Chen, “Properties of scrap tire rubber-filled concrete containing silica fume,” Master Thesis, Department of Civil Engineering, Tamkang University, Taiwan. (2008) [4] R.
Chen, “Properties of scrap tire rubber-filled concrete containing silica fume,” Master Thesis, Department of Civil Engineering, Tamkang University, Taiwan. (2008) [4] R.
Online since: October 2008
Authors: Xiao Wei Wang, Wen Ling Tian, Zhi Yuan Huang, Ming Jie Zhou, Xiao Yan Zhao
Analysis on Punching Shear Behavior of the Raft Slab Reinforced With
Steel Fibers
Xiaowei Wang1,2,a , Wenling Tian2,b , Zhiyuan Huang2 ,Mingjie Zhou2 ,
Xiaoyan Zhao2
1
College Of Civil Engineering, Tianjin University, Tianjin300072, China;
2
College Of Civil Engineering, Hebei University Of Technology, Tianjin300132, China;
a
wangxw0424@163.com,
b
wltian@hebut.edu.cn
Keywords: steel fiber, raft slab, punching shear capacity
Abstract.
Online since: May 2012
Authors: Lei Chen, Dong Xu Zhang, Yan Li, Yu Chen
“Russian architecture prototype” in the role of shaping the form of contemporary architecture in Harbin
Chen lei1,a, Li yan2,b , Zhang dongxu3,c and Chen yu4,d
1 School of Resources and Civil engineering, Northeastern University, Shenyang 110004, China
2 School of Architecture and Urban Planning, Shenyang Jianzhu University, Shenyang 110168, China
3 School of Resources and Civil engineering, Northeastern University, Shenyang 110004, China
4School of Architecture and Urban Planning, Shenyang Jianzhu University, Shenyang 110168, China
aseaman_cl@126.com,blyly0322@126.com, c16610936@qq.com, d44298251@qq.com
Keywords: Russian architecture prototype, architectural form, shape, Harbin.
Online since: August 2010
Authors: Qing Guo Yang, Yu Wei Zhang, Zhi Zhong Tu
The Study about Flexural Performance of GFRP Bar Reinforced
Concrete Beams Based on Numerical Calculation Method
Qingguo Yang1,a, Yuwei Zhang2,b, Zhizhong Tu
3,c
123
School of Civil Engineering and Architecture, Chongqing Jiaotong University,
Chongqing, P.R.
Zhao: China Civil Engineering Journal.
Zhao: China Civil Engineering Journal.
Online since: September 2014
Authors: Rui Xiong, Hua Zhao, Bo Wen Guan
Fatigue damage property of cement concrete under magnesium sulfate corrosion condition
Hua ZHAO1,2, a, Rui XIONG3,b and Bo-wen GUAN3,c
1 Key Laboratory of Highway Engineering in Special Region, Ministry of Education, Chang’an University, Xi’an 710064, Shaanxi ,China
2 Jiangxi Research Institute of Communication,Nanchang 330038, Jiangxi,China
3 School of Materials Science and Engineering, Chang’an University, Xi’an 710061, China
ajxjkyzh@163.com, b346842184@qq.com, c287218622@qq.com
Keywords: Road engineering; Cement concrete; Magnesium sulfate corrosion; Corrosion damage; Fatigue damage
Abstract.
In the entity engineering, it is common occurrence that the durability of concrete structure becomes disabled because of sulfate erosion.
Acknowledgements The authors wish to thank the financial support from the China Postdoctoral Science Foundation (No.2014M550476), The Special Fund for Basic Scientific Research of Central Colleges (No.2014G1311094) and the National and Local Joint Engineering Laboratory Open Fund for Transportation Civil Engineering Materials(No.LHSYS-2013-003).
In the entity engineering, it is common occurrence that the durability of concrete structure becomes disabled because of sulfate erosion.
Acknowledgements The authors wish to thank the financial support from the China Postdoctoral Science Foundation (No.2014M550476), The Special Fund for Basic Scientific Research of Central Colleges (No.2014G1311094) and the National and Local Joint Engineering Laboratory Open Fund for Transportation Civil Engineering Materials(No.LHSYS-2013-003).
Online since: January 2014
Authors: Min Nan Zheng, Bai Lin Wang, Jie Zhang, Jiu Guang Geng
SBS modified asphalt has good performance of high temperature and low temperature, it is widely used in high-grade asphalt pavement engineering.
Introduction SBS modified asphalt have a high temperature stability, low temperature crack resistance, long time service, so they have a great application in the engineering application.
Aging methods: this study use the rotating thin film oven to simulate the short-term aging of construction process, aging strictly according to JTG E20-2011 "highway engineering asphalt and asphalt mixture test procedures”.
Routine performance: SBS modified asphalt’s penetration, softening point, ductility, are strictly according to the TG E20-2011 "highway engineering asphalt and asphalt mixture test procedures” .
Journal of mate-rials in civil engineering, 1999
Introduction SBS modified asphalt have a high temperature stability, low temperature crack resistance, long time service, so they have a great application in the engineering application.
Aging methods: this study use the rotating thin film oven to simulate the short-term aging of construction process, aging strictly according to JTG E20-2011 "highway engineering asphalt and asphalt mixture test procedures”.
Routine performance: SBS modified asphalt’s penetration, softening point, ductility, are strictly according to the TG E20-2011 "highway engineering asphalt and asphalt mixture test procedures” .
Journal of mate-rials in civil engineering, 1999
Online since: September 2011
Authors: Xiao Yan Tian, Bo Jiang
The Analysis of Geological Condition of Hada Mount’s Water Control Project
Xiaoyan Tian 1,a, Bo Jiang 1,b
1School of Municipal and Environmental Engineering, Jilin Architectural and civil Engineering Changchun, 130118, China
a txy1317@163.com, b txy1965.ok@163.com
Keywords: word: water-contral project; ecological environment; water resources; The Hada Mountains.
This paper investigated the present situation of western resources of jilin province, on the engineering geology condition for a detailed analysis and evaluation.
From the regional seismic activity view, according to Hada Mount’s Water Control reservoir’s evocative earthquake and the seismic safety evaluation report researched by Seismological Bureau of Jilin Earthquake Engineering Research Center, this area belongs to less and weak earthquake area in the Northeast earthquake zone.
This area is located in less stable area.The geological evaluation of reservoir area’s engineering Evaluation of engineering geology of reservoir area The leakage of the reservoir.
This paper investigated the present situation of western resources of jilin province, on the engineering geology condition for a detailed analysis and evaluation.
From the regional seismic activity view, according to Hada Mount’s Water Control reservoir’s evocative earthquake and the seismic safety evaluation report researched by Seismological Bureau of Jilin Earthquake Engineering Research Center, this area belongs to less and weak earthquake area in the Northeast earthquake zone.
This area is located in less stable area.The geological evaluation of reservoir area’s engineering Evaluation of engineering geology of reservoir area The leakage of the reservoir.
Online since: July 2011
Authors: Xu Ma, Shan Min, Guan Gen Zhou, Ji Chao Zhang
Installation Technology of Mega Complex Steel Frame Structure in Guangdong Science Center
Jichao Zhang 1,a,Guangen Zhou2,b, Xu Ma1,c and Shan Min1,d
1College of Civil engineering, Guangzhou University, Guangzhou, Guangdong, 510006, China
2Zhejiang Southeast Space Frame Company, Hangzhou, Zhejiang, 311209, China
a zhangjichao1956@126.com, b zgg1967@163.com
c maxu20060110615@163.com, d minshanlele.yoi.11@163.com
Keywords: Mega complex steel frame structure, Installation scheme, Installation technology.
Based on the installation process of mega complex steel frame structure in Guangdong Science Center, the engineering features and difficulties are introduced.
The bow parts are large-span cantilever steel structure, and the maximum cantilever length of these parts are about 39m, 41m, 45m and 40m in area C, D, E, and F separately (as shown in Fig.1b).The cantilever length of these parts are much longer than that of the past steel structure engineering, so the construction process is very difficult[1-2].
Engineering features and difficulties 1) There were many different types of steel components, the joint forms of which were all welded, but all the welding had to be completed on high.
Joint plates are all out of components’ flange, so it is difficult to assemble web members and bracings[3]. 3) The mega steel frame is large-span cantilever steel structure, the cantilever length of bow parts are more than that of the past steel structure engineering.
Based on the installation process of mega complex steel frame structure in Guangdong Science Center, the engineering features and difficulties are introduced.
The bow parts are large-span cantilever steel structure, and the maximum cantilever length of these parts are about 39m, 41m, 45m and 40m in area C, D, E, and F separately (as shown in Fig.1b).The cantilever length of these parts are much longer than that of the past steel structure engineering, so the construction process is very difficult[1-2].
Engineering features and difficulties 1) There were many different types of steel components, the joint forms of which were all welded, but all the welding had to be completed on high.
Joint plates are all out of components’ flange, so it is difficult to assemble web members and bracings[3]. 3) The mega steel frame is large-span cantilever steel structure, the cantilever length of bow parts are more than that of the past steel structure engineering.