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Online since: September 2011
Authors: Ci Xiang Li, Jing Lin, Xi Fa Yu
Curved surface and material design and construction
Yu Xifa1,a Li Cixiang2,b Lin Jing3,c
1Civil Science And Engineering College of Yangzhou University,Yangzhou, China
2Hydraulic Science And Engineering College of Yangzhou University, Yangzhou, China
a xfyu@yzu.edu.cn b xiaoci_123432@sina.com clinjing2004414@126.com
Key words: curved surface; material; design; construction
Abstract: The application of curved surface is more and more popular in various kinds of engineering, for different curved surfaces ,because the form and formation way of their generatrix form are different, the surface properties are also different[1,2],so the relevant materials used must match with them too.
The surface fluency and dynamic of various curved surfaces make them widely applied in architecture and decoration engineering. the Sydney Opera House and the “Nest” of Beijing Olympic stadium are outstanding representatives in different times.
If according to the curve properties, it can be divided into spreadable surface and non spreadable surface, too, in the construction engineering —especially the decoration engineering, what we care about is the spreadable question of each curved surface and the usable surface decorative materials. here is the brief introduction in the following table, which is for the reference of the designers and constructors.
Engineering Drafting,[M].Nanjing: Southeast University press,2010.8:56-61 [3].Yu xifa etc.
Civil Engineering Drafting [M].Nanjing: Southeast University press,2011.6:35-40 [4].Yu xifa,Wang rongjie.Curved surface,materials.design and construction, [J].
The surface fluency and dynamic of various curved surfaces make them widely applied in architecture and decoration engineering. the Sydney Opera House and the “Nest” of Beijing Olympic stadium are outstanding representatives in different times.
If according to the curve properties, it can be divided into spreadable surface and non spreadable surface, too, in the construction engineering —especially the decoration engineering, what we care about is the spreadable question of each curved surface and the usable surface decorative materials. here is the brief introduction in the following table, which is for the reference of the designers and constructors.
Engineering Drafting,[M].Nanjing: Southeast University press,2010.8:56-61 [3].Yu xifa etc.
Civil Engineering Drafting [M].Nanjing: Southeast University press,2011.6:35-40 [4].Yu xifa,Wang rongjie.Curved surface,materials.design and construction, [J].
Online since: May 2011
Authors: Jun Shuai Huo, Yi Jun Geng, Zhi Qiang Yu
Zhengzhou, 450008, P.R.China
3 School of Civil Engineering, Southwest Jiaotong University, Chengdu, 610031, P.R.China
a airy_silent@yahoo.com.cn, b gyj1234990@sina.com, c ymbing@sina.com
Keywords: Embankment engineering, Soil stabilizer, Road performance, Experimental study.
Its nature of the engineering is poor, not as pavement structure material of expressway.
China Civil Engineering Journal Vol. 35(2002), p. 82-86, in Chinese
Chinese Journal of Geotechnical Engineering Vol. 23(2001), p. 472-475, in Chinese
Central South Highway Engineering Vol. 28(2003), p. 32-35, in Chinese
Its nature of the engineering is poor, not as pavement structure material of expressway.
China Civil Engineering Journal Vol. 35(2002), p. 82-86, in Chinese
Chinese Journal of Geotechnical Engineering Vol. 23(2001), p. 472-475, in Chinese
Central South Highway Engineering Vol. 28(2003), p. 32-35, in Chinese
Online since: September 2011
Authors: Qing Cun Chen
Calculation and Application of Instability Critical Load
on Cuplock Scaffold
Qingcun Chen1, a
1 Shandong Yimeng Traffic Engineering Co., Ltd, Linyi, Shandong, 276005,China
algxmbcqc@vip.sina.com
Keywords: Scaffold, Instability, Continuous compressing bar method
Abstract.
For the stability of scaffold commonly used in civil engineering, the continuous compressing bar calculation method with multi elastic supports and multi nodes is adopted with the weight of the bar considered based on a variety of traditional method.
Introduction Cuplock scaffold is commonly used in bridge engineering.
In general, in addition to the constraints in endpoint, the cuplock scaffolds commonly used in engineering have a longer length than ordinary pipe fittings and have binding pipes in horizontal and lateral directions.
Conclusion Based on the stability analysis and engineering calculations of the vertical bars in a cuplock scaffold, the following basic conclusions are obtained: 1, because the constraints of the vertical bars in a cuplock scaffold at the nodes come from two vertical directions, the Euler critical force is not only different from the ordinary unconstrained bar and ordinary long cylinder, but similar to the elastic support.
For the stability of scaffold commonly used in civil engineering, the continuous compressing bar calculation method with multi elastic supports and multi nodes is adopted with the weight of the bar considered based on a variety of traditional method.
Introduction Cuplock scaffold is commonly used in bridge engineering.
In general, in addition to the constraints in endpoint, the cuplock scaffolds commonly used in engineering have a longer length than ordinary pipe fittings and have binding pipes in horizontal and lateral directions.
Conclusion Based on the stability analysis and engineering calculations of the vertical bars in a cuplock scaffold, the following basic conclusions are obtained: 1, because the constraints of the vertical bars in a cuplock scaffold at the nodes come from two vertical directions, the Euler critical force is not only different from the ordinary unconstrained bar and ordinary long cylinder, but similar to the elastic support.
Online since: April 2016
Authors: Miguel Álvarez, J. Salguero, Moises Batista, M. Marcos, Álvaro Gómez-Parra, Severo Raúl Fernández-Vidal, F. Puerta, I. Del Sol, P. Mayuet
Marcos1,a
1Departamento de Ingeniería Mecánica y Diseño Industrial, Universidad de Cádiz, Escuela Superior de Ingeniería, Avda de la Universidad de Cádiz, 10, 11519-Puerto Real (Spain)
2Departamento de Ingeniería Industrial y Civil, Universidad de Cádiz, Escuela Politécnica Superior de Algeciras, Avda Ramón Puyol s/n, 11202-Algeciras (Spain)
amariano.marcos@uca.es, barea.ipf@uca.es
Keywords: manufacturing engineering, learning by discovering, preliminary lesson, innovative teaching.
Manufacturing Engineering Processes Knowledge Area has developed an innovative teaching experience in order to give, only in one session, a complete view of a basic subject, Manufacturing Engineering.
Introduction Manufacturing Engineering Processes Knowledge Area is in charge of all the subjects related to Manufacturing Engineering- including those about Materials Processing Technologies- that are taught in different Degrees in Engineering of the University of Cádiz.
In fact, this subject takes place in the second year of the following degrees: Mechanical Engineering, Electrical Engineering, Industrial Electronics Engineering, Chemical Engineering, Industrial Engineering and Aerospace Engineering.
In this paper the followed methodology is schematized and the development of the experience is described for the course of Engineering Manufacturing of the Aerospace Engineering Degree taught in the Faculty of Engineering at the University of Cádiz.
Manufacturing Engineering Processes Knowledge Area has developed an innovative teaching experience in order to give, only in one session, a complete view of a basic subject, Manufacturing Engineering.
Introduction Manufacturing Engineering Processes Knowledge Area is in charge of all the subjects related to Manufacturing Engineering- including those about Materials Processing Technologies- that are taught in different Degrees in Engineering of the University of Cádiz.
In fact, this subject takes place in the second year of the following degrees: Mechanical Engineering, Electrical Engineering, Industrial Electronics Engineering, Chemical Engineering, Industrial Engineering and Aerospace Engineering.
In this paper the followed methodology is schematized and the development of the experience is described for the course of Engineering Manufacturing of the Aerospace Engineering Degree taught in the Faculty of Engineering at the University of Cádiz.
Online since: December 2013
Authors: Rui Le, Wei Jiang, Qi Liu, Nan Chang Sun, Bing Xu
Experimental study of the vertical hydraulic drag force on regular tetrahedron
Rui Le1,a, Wei Jiang2,b*, Qi Liu1,c, Nanchang Sun1,d, Bing Xu1,e
1College of Civil Engineering & Architecture, China Three Gorges University, Yichang, 443002, China
2Collaborative Innovation Center for Geo-Hazards and Eco-Environment in Three Gorges Area, Yichang, 443002, China
a 284906183@qq.com, bjiangweilion@163.com, c1543594118@qq.com,d1158802384@qq.com,e834453861@qq.com
Keywords: vertical hydraulic drag force; regular tetrahedron; speed prediction, experimental study
Abstract.
While in hydraulic engineering, objects with regular tetrahedron shape are widely used to form the foundation and temporary dam for they can interlock each other to obtain a compacted integral.
In the research about hydraulic drag forces, scholars originally paid more attention on the spherical objects for it widely exists in food engineering and petroleum engineering, the famous Stokes formulation was proposed and applied [2-3].
However, in hydraulic engineering, the application of objects with regular tetrahedron shape is more extensive than cuboids; the former can develop a solid integral under compaction by interlocking each other [6], and little research has been done on it.
Acknowledgments This study is supported by College of Civil Engineering & Architecture No.2 Undergraduates' innovative training projects, China Three Gorges University.
While in hydraulic engineering, objects with regular tetrahedron shape are widely used to form the foundation and temporary dam for they can interlock each other to obtain a compacted integral.
In the research about hydraulic drag forces, scholars originally paid more attention on the spherical objects for it widely exists in food engineering and petroleum engineering, the famous Stokes formulation was proposed and applied [2-3].
However, in hydraulic engineering, the application of objects with regular tetrahedron shape is more extensive than cuboids; the former can develop a solid integral under compaction by interlocking each other [6], and little research has been done on it.
Acknowledgments This study is supported by College of Civil Engineering & Architecture No.2 Undergraduates' innovative training projects, China Three Gorges University.
Online since: August 2013
Authors: Fei Zheng, Peng Liu, Jie Rui, Bo Lei
Further, the FEM and energy method are used to calculate the effective length factor of engineering example and comparative analysis is carried on.
1.
Engineering example Take a round solid single high-pier for an example.
Here the finite element software Midas Civil 2010 is applied to create a high-pier model.
Railway Engineering, 2004
Changsha: College of Civil Engineering of Hunan University, 2004
Engineering example Take a round solid single high-pier for an example.
Here the finite element software Midas Civil 2010 is applied to create a high-pier model.
Railway Engineering, 2004
Changsha: College of Civil Engineering of Hunan University, 2004
Online since: June 2012
Authors: Elisângela Pereira da Silva, Aluísio Braz de Melo, Maria da Paz Medeiros Fernandes, Flora Alexandre Meira
According to TORGAL and JALALI (2007), concrete is the most widely used material in civil engineering construction worldwide and reaches an annual consumption of 2 million tons per year.
Oferta e demanda de agregados para a construçao civil no município de São Carlos-SP.
(Ethylene Vinyl Acetate) como Agregado para Concreto Leve na Construção Civil. 1998.
Dissertação (Mestrado em Engenharia Civil) – Escola de Engenharia, Universidade Federal do Rio Grande do Sul.
Contribuição ao processo de reciclagem dos resíduos da indústria de calçados na construção civil: Bloco EVA uma alternativa às alvenarias das construções.
Oferta e demanda de agregados para a construçao civil no município de São Carlos-SP.
(Ethylene Vinyl Acetate) como Agregado para Concreto Leve na Construção Civil. 1998.
Dissertação (Mestrado em Engenharia Civil) – Escola de Engenharia, Universidade Federal do Rio Grande do Sul.
Contribuição ao processo de reciclagem dos resíduos da indústria de calçados na construção civil: Bloco EVA uma alternativa às alvenarias das construções.
Online since: November 2012
Authors: Pei Zhen Li, Xi Lin Lu, Da Ming Zeng, Dong Ya Ma
Numerical Simulation of Pile-Soil Interaction Considering Sand Liquefaction under Earthquake
Peizhen Lia, Dongya Mab, Daming Zengc, Xilin Lud
State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, P.
The work is also supported by the Fundamental Research Funds for the Central Universities and Kwang-Hua Fund for college of Civil Engineering, Tongji University.
Elgamal: Advances in Engineering Software, Vol. 35 (2004) No.5, p.249 [4] Z.
Parra: Journal of Geotechnical and Geoenvironmental Engineering, Vol. 129 (2003) No.12, p.1119 [5] Z.
Elgamal: Journal of Engineering Mechanics, Vol. 128 (2002) No.7, p.720 [6] M.A.
The work is also supported by the Fundamental Research Funds for the Central Universities and Kwang-Hua Fund for college of Civil Engineering, Tongji University.
Elgamal: Advances in Engineering Software, Vol. 35 (2004) No.5, p.249 [4] Z.
Parra: Journal of Geotechnical and Geoenvironmental Engineering, Vol. 129 (2003) No.12, p.1119 [5] Z.
Elgamal: Journal of Engineering Mechanics, Vol. 128 (2002) No.7, p.720 [6] M.A.
Online since: December 2019
Authors: S.N. Nikishov, Sergey Viktorovich Fedosov, M.O. Bakanov
Nikishov1,2,c
1Ivanovo State Polytechnical University, 21 Sheremetevsky Ave, Ivanovo, 153037, Russia
2Ivanovo Fire Rescue Academy of State Firefighting Service of Ministry of Russian Federation for Civil Defense, Emergencies and Elimination of Consequences of Natural Disasters, 33 Stroiteley Ave, Ivanovo, 153040, Russia
afedosov-academic53@mail.ru*, bmask-13@mail.ru, cmordov5988@mail.ru
Key words: foam glass, raw material mixture, heat treatment, heat transfer, temperature fields.
Nikishov, Study and simulation of heat transfer processes during foam glass high temperature processing, International Journal for Computational Civil and Structural Engineering. 14(3) (2018) 153-160
Nikishov, Kinetics of structural transformations at pores formation during high-temperature treatment of foam glass, International Journal for Computational Civil and Structural Engineering. 14(2) (2018) 158-168
Demin, Mathematical modeling of raw material preheating in the process of foam glass production, Bulletin of civil engineers. 1(36) (2013) 166–172.
Nikishov, Study and simulation of heat transfer processes during foam glass high temperature processing, International Journal for Computational Civil and Structural Engineering. 14(3) (2018) 153-160
Nikishov, Kinetics of structural transformations at pores formation during high-temperature treatment of foam glass, International Journal for Computational Civil and Structural Engineering. 14(2) (2018) 158-168
Demin, Mathematical modeling of raw material preheating in the process of foam glass production, Bulletin of civil engineers. 1(36) (2013) 166–172.
Online since: September 2013
Authors: Weerapol Namboonruang, Rattanakorn Rawangkul, Wanchai Yodsudjai, Nutthanun Suphadon, Trakool Aramraks
Suphadon4,e
1Department of Civil and Architecture, Faculty of Science and Technology, MCRU 70150,Thailand.
2Rattanakosin College for Sustainable Energy and Environment, RMUTR 73170, Thailand.
3Department of Civil Engineering, Faculty of Engineering, Kasetsart University 10900, Thailand.
4National Metal and Materials Technology Center 12120, Thailand.
abannork_civil@hotmail.com, brrawangkul@yahoo.com, cfengwcy@ku.ac.th, dfengtka@ku.ac.th, enutthans@mtec.or.th Keywords: Finite Element Method (FEM), Crump Rubber Brick, Heat Transfer, Soil Cement Brick Abstract.
Acknowledgements The author wishes to thanks Research & Development Institute (RDI), Muban Combueng Rajabhat University (MCRU) for provided research scholarship and Department of Civil and Architecture, MCRU.
Prendes Gero, Analysis and optimization of the heat-insulating light concrete hollow brick walls design by the finite element method, Applied Thermal Engineering, 27 (2007) 1445-1456
abannork_civil@hotmail.com, brrawangkul@yahoo.com, cfengwcy@ku.ac.th, dfengtka@ku.ac.th, enutthans@mtec.or.th Keywords: Finite Element Method (FEM), Crump Rubber Brick, Heat Transfer, Soil Cement Brick Abstract.
Acknowledgements The author wishes to thanks Research & Development Institute (RDI), Muban Combueng Rajabhat University (MCRU) for provided research scholarship and Department of Civil and Architecture, MCRU.
Prendes Gero, Analysis and optimization of the heat-insulating light concrete hollow brick walls design by the finite element method, Applied Thermal Engineering, 27 (2007) 1445-1456