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Online since: October 2011
Edited by: Hui Li, Yan Feng Liu, Ming Guo, Rui Zhang, Jing Du
These peer-reviewed papers record the invaluable researches of the authors in the fields of innovation in structural system and disaster prevention in engineering structures, architectural innovation, sustainable development of buildings and the environment and innovations in, and applications of, building materials.
Hot topics and state-of-the-art view related to sustainable development in civil engineering are presented.
Online since: September 2011
Authors: Li Hui Cao, Huai Ping Feng, Fu Guang Zhang
Coupling Numerical Analysis for Excavation of Deep Foundation
CAO Lihui1, a, ZHANG Fuguang2,b and FENG Huaiping3,c
1 School of Civil Engineering,Shijiazhuang Tiedao University,Shijiazhuang, 050043, P.R.China
2 Department of Geotechnical Engineering, Tongji University, Shanghai, P.R.
China 3 School of Civil Engineering,Shijiazhuang Tiedao University,Shijiazhuang, 050043, P.R.China aclh@stdu.edu.cn, b 357234037@qq.com, cfenghuaiping@gmail.com Keywords: Deep foundation;Coupling;Time-effect behavior Abstract.
Taking the deep foundation pit engineering of one station as engineering background, the coupling of seepage and consolidation is simulated in the process of excavating.
China Civil Engineering Journal, 2009,42(3):105-110
China Civil Engineering Journal,2006,39(5):117-12 [5] Wang Yang, Tang Liansheng, Du Yingzhong.
China 3 School of Civil Engineering,Shijiazhuang Tiedao University,Shijiazhuang, 050043, P.R.China aclh@stdu.edu.cn, b 357234037@qq.com, cfenghuaiping@gmail.com Keywords: Deep foundation;Coupling;Time-effect behavior Abstract.
Taking the deep foundation pit engineering of one station as engineering background, the coupling of seepage and consolidation is simulated in the process of excavating.
China Civil Engineering Journal, 2009,42(3):105-110
China Civil Engineering Journal,2006,39(5):117-12 [5] Wang Yang, Tang Liansheng, Du Yingzhong.
Online since: September 2016
Authors: Evangelos Efthymiou, Lukas Grekavicius, Jack Antony Hughes, Konstantinos Daniel Tsavdaridis
Novel Morphologies of Aluminium Cross-Sections through Structural Topology Optimization Techniques
Lukas GREKAVICIUS1,a, Jack Antony HUGHES1,b,
Konstantinos Daniel TSAVDARIDIS1,c and Evangelos EFTHYMIOU2,d *
1 Institute for Resilient Infrastructure, School of Civil Engineering,
University of Leeds, Woodhouse Lane, LS2 9JT, Leeds, UK
2 Institute of Metal Structures, Department of Civil Engineering,
Aristotle University of Thessaloniki, GR 54124, Thessaloniki, Greece
acn11l2g@leeds.ac.uk, bcn12jah@leeds.ac.uk, ck.tsavdaridis@leeds.ac.uk, d,*vefth@civil.auth.gr
Keywords: Aluminium structural members, novel cross-section design, structural topology optimisation, SIMP technique.
In the last decades, the deployment of aluminium and its alloys in civil engineering fields has been increased significantly, due to the material’s special features accompanied by supportive technological and industrial development.
Conclusions attempt to highlight the advantageous characteristics of aluminium use as well as the potential benefits to the more widespread implementation of topology optimization within the utilization of aluminium in civil/structural engineering.
Successful application of aluminium alloys in structural engineering is connected to its inherent physical and mechanical properties: low density, which allows reduced loads on foundations and easier construction process; excellent corrosion resistance, which reduces its maintenance requirements; and the extrusion process, which allows the production of members with efficient and optimised cross-sections [1].
In the last decades, the deployment of aluminium and its alloys in civil engineering fields has been increased significantly, due to the material’s special features accompanied by supportive technological and industrial development.
Conclusions attempt to highlight the advantageous characteristics of aluminium use as well as the potential benefits to the more widespread implementation of topology optimization within the utilization of aluminium in civil/structural engineering.
Successful application of aluminium alloys in structural engineering is connected to its inherent physical and mechanical properties: low density, which allows reduced loads on foundations and easier construction process; excellent corrosion resistance, which reduces its maintenance requirements; and the extrusion process, which allows the production of members with efficient and optimised cross-sections [1].
Online since: October 2014
Authors: Guo Jun Liu
Research Status of Concrete Strength Theory
Based on Stress and Strain
Guojun Liu 1, a
1 College of Civil Engineering, Sichuan Agricultural University, China
a uontang@163.com
Keywords: Concrete, Strength theory, Stress, Strain
Abstract: In the civil engineering structures, when concrete structure withstand external loads, internal defects such as micro-cracks gradually developed, eventually will lead to the destruction of the concrete.
Introduction Concrete is a widely used brittle material in engineering, its material composition is uneven, and there is a natural random distribution of micro-cracks and defects in the initial.
The forth is that the form of failure criteria is complex, not conducive to the application in practical engineering.
China Civil Engineering Journal.
China Civil Engineering Journal.
Introduction Concrete is a widely used brittle material in engineering, its material composition is uneven, and there is a natural random distribution of micro-cracks and defects in the initial.
The forth is that the form of failure criteria is complex, not conducive to the application in practical engineering.
China Civil Engineering Journal.
China Civil Engineering Journal.
Online since: September 2013
Authors: Jun Lin Wan, Kang Lv, Qin Jian Mao, Yuan Yuan Zhou, Shan Shan Yang
Simulation and Study on Ultimate Bearing Capacity of Stretcher Bracket for Aeromedical Evacuation
Junlin Wan1,a, Kang Lv1, Qinjian Mao1,b, Yuanyuan Zhou1, Shanshan Yang2,c
1The 28th Research Institute of CETC, Nanjing, Jiangsu, 210007, China
2College of Automation, Nanjing University of Aeronautics & Astronautics,
Nanjing, Jiangsu, 210016, China
awanjunlin@nuaa.edu.cn, b13951657068@139.com, cshanshankitty@nuaa.edu.cn
Keywords: Aeromedical Evacuation, Stretcher Bracket, Finite Element Method (FEM), Limit Load, Computer Aided Engineering (CAE).
As the important airborne equipment of casualty aeromedical evacuation, the structure design of aeromedical evacuation’s stretcher bracket not only has to meet the mounting interface in the civil aviation aircraft and meet the medical rescue requirements during the casualty evacuation, and also has the good bearing capacity of limit load.
In the Wenchuan earthquake and the Yushu earthquake, a number of airliner have been emergency modified to transport the wounded patients in the disaster area by the China civil aviation authorities.
Consider the airworthiness of civil aviation, the airborne circumstances and the medical rescue requirements during the casualty evacuation, stretcher bracket not only need to have the good structure design and light weight, and also have the good mechanical properties [3,4].
(In Chinese) [11] Civil Aviation Administration of China: CCAR-25-R4 (2006).
As the important airborne equipment of casualty aeromedical evacuation, the structure design of aeromedical evacuation’s stretcher bracket not only has to meet the mounting interface in the civil aviation aircraft and meet the medical rescue requirements during the casualty evacuation, and also has the good bearing capacity of limit load.
In the Wenchuan earthquake and the Yushu earthquake, a number of airliner have been emergency modified to transport the wounded patients in the disaster area by the China civil aviation authorities.
Consider the airworthiness of civil aviation, the airborne circumstances and the medical rescue requirements during the casualty evacuation, stretcher bracket not only need to have the good structure design and light weight, and also have the good mechanical properties [3,4].
(In Chinese) [11] Civil Aviation Administration of China: CCAR-25-R4 (2006).
Online since: December 2019
Authors: Alexander V. Dolzhenko, Andrey E. Naumov, A.V. Klyuev, N. Stoykovich
Stoykovich2,d
1Institute of Civil Engineering of Belgorod State Technological University named after V.G.
The calculations and experimental analysis demonstrated the validity with engineering accuracy of using the mathematical model of a short PCT column for engineering calculations and structural analysis.
The early works of the authors [4, 5] addressed issues of rationality of using short PCT columns as resource efficient structures in civil engineering and methodological aspects of quantitative analysis of the stress-strain state of structures taking into account the factors of actual work under load and experimentally determined physical and mechanical properties of PCT materials.
Gorynin, The nonlinear stress-strain state of the concrete-filled steel tube structures, Magazine of Civil Engineering. 83(7) (2018) 73–82. doi: 10.18720/MCE.83.7
Series, Materials Science and Engineering, 327, (2018)
The calculations and experimental analysis demonstrated the validity with engineering accuracy of using the mathematical model of a short PCT column for engineering calculations and structural analysis.
The early works of the authors [4, 5] addressed issues of rationality of using short PCT columns as resource efficient structures in civil engineering and methodological aspects of quantitative analysis of the stress-strain state of structures taking into account the factors of actual work under load and experimentally determined physical and mechanical properties of PCT materials.
Gorynin, The nonlinear stress-strain state of the concrete-filled steel tube structures, Magazine of Civil Engineering. 83(7) (2018) 73–82. doi: 10.18720/MCE.83.7
Series, Materials Science and Engineering, 327, (2018)
Online since: November 2012
Authors: Shun Bo Zhao, Xiao Ke Li, Li Xin Liu, Shi Ming Liu
The numerical model was built by the integrated solution system for bridge and civil engineering- MIDAS/Civil.
Fig. 3 shows three dimensional numerical model of the arch-deck bridge built by MIDAS/Civil.
To confirm the calculating precise and fulfill requirement of engineering, the arch is meshed into 58 beam elements in length not longer than 1.0m.
Conclusions The numerical model of reinforced concrete arch-deck bridge was built in details by Midas/Civil.
Fig. 3 shows three dimensional numerical model of the arch-deck bridge built by MIDAS/Civil.
To confirm the calculating precise and fulfill requirement of engineering, the arch is meshed into 58 beam elements in length not longer than 1.0m.
Conclusions The numerical model of reinforced concrete arch-deck bridge was built in details by Midas/Civil.
Online since: December 2016
Authors: Azra Korjenic, David Tudiwer
The Risk of Humidity at Greened Façades
David Tudiwer1, a * and Azra Korjenic2, b
1Vienna University of Technology, Faculty of Civil Engineering, Karlsplatz 13, 1040 Wien, Austria
adavid.tudiwer@tuwien.ac.at, bazra.korjenic@tuwien.ac.at
Keywords: Façade Greening, Humidity, Civil Engineering.
Online since: September 2014
Authors: Dong Gu, Xun Wu
Local Stress Analysis of Arch Foot for Trough Girder and Arch Composite Bridge
Xun Wu 1, a, Dong Gu 2, b
1 2 Department of Bridge Engineering, Tongji University, Shanghai 200092, China
awuxuns@126.com, b12gudong@tongji.edu.cn
Keywords: Railway, Girder and Arch composite system, Concrete filled steel tube, Trough girder, Stress performance
Abstract.
According to the Saint Venant's principle, we applied the ANSYS model with the internal forces and reactions we get from the MIDAS/Civil model.
Figure 1 Overall Layout Of The Whole Bridge Figure 2 MIDAS/Civil FEM Model MIDAS/Civil FEM Model.
In this analysis we used common beam elements in MIDAS/Civil to simulate girder and arch.
Truss elements were used to simulate the suspender.The MIDAS/Civil Model is showed in the figure.2.
According to the Saint Venant's principle, we applied the ANSYS model with the internal forces and reactions we get from the MIDAS/Civil model.
Figure 1 Overall Layout Of The Whole Bridge Figure 2 MIDAS/Civil FEM Model MIDAS/Civil FEM Model.
In this analysis we used common beam elements in MIDAS/Civil to simulate girder and arch.
Truss elements were used to simulate the suspender.The MIDAS/Civil Model is showed in the figure.2.
Online since: June 2014
Authors: Ioan Sorin Leoveanu, Kamila Kotrasova, Eva Kormaníková
Using of Computer Fluid Dynamics in Simulation of the Waste Reservoirs Processes
Ioan Sorin Leoveanu1,a*, Kamila Kotrasová2,b and Eva Kormaníková2,c
1Transilvania University Brasov, Civil Engineering Faculty, 5th Turnului 500152, Brasov, Romania
2Technical University of Košice, Civil Engineering Faculty, Vysokoškolská 4, 04200, Slovakia
aleoveanui@yahoo.co.uk*, bkamila.kotrasova@tuke.sk, ceva.kormanikova@tuke.sk
Keywords: Computer Fluid Dynamics, waste reservoirs, filling processes, earthquake
Abstract.
Solutions of these important civil engineering problems were obtained using the classical Navier-Stokes fluid flow equations.
Devile, Numerical Modelling in Material science and Engineering.
Solutions of these important civil engineering problems were obtained using the classical Navier-Stokes fluid flow equations.
Devile, Numerical Modelling in Material science and Engineering.