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Online since: September 2020
Authors: Chirath Hettiarachchi, Gobithas Thamarajah
Introduction
The growing environmental concern and awareness of pollution have required engineers to produce environmentally-friendly and energy-efficient materials to replace conventional materials in structural systems [1].
Huang, “A review of recent research on the use of cellulosic fibres, their fibre fabric reinforced cementitious, geo-polymer and polymer composites in civil engineering,” Compos.
Brandt, “Fibre reinforced cement-based (FRC) composites after over 40 years of development in building and civil engineering,” Compos.
Huang, “A review of recent research on the use of cellulosic fibres, their fibre fabric reinforced cementitious, geo-polymer and polymer composites in civil engineering,” Compos.
Brandt, “Fibre reinforced cement-based (FRC) composites after over 40 years of development in building and civil engineering,” Compos.
Online since: August 2013
Authors: Yun Fang Meng, Rui Li, Xiao Hua Zhang
A Preliminary Study of the Recycled Aggregate Concrete Used in U-shaped lining channel
Xiao-hua Zhang 1,2,3,a ,Yun-Fang Meng 1,2,3,b ,Rui Li1,c
1School of Civil Engineering and Water Conservancy, Ningxia University,Yinchuan Ningxia 750021,China
2Engineering Technique Research Center for water Saving Irrigation and Water Resources in Ningxia, Yinchuan, Ningxia, 750021,China
3Center of Engineering Research on Efficient Utilization of Water Resources in Modern Agricultural in Arid Regions, Yinchuan, Ningxia, 750021 ,China
azxh0499@sina.com, bmeng_yf@nxu.edu.cn, cli_r@nxu.edu.cn
Key words: lining channel, orthogonal experiment, Recycled Aggregate, Recycled Concrete
Abstract: Under the premise of sustainable development, construction waste is taken as recycled aggregates used in U-shaped lining channel project.
The strength grade of concrete should be according to the meteorological and hydrological and geological conditions, as well as seepage control engineering scale, the demand factors such as selection, should not be less than the values in table 2-1.
At the same time in the actual construction continuously in the pursuit of simple, quick, save investment, and constantly sum up experience from the project operation and management, in order to better water-saving irrigation engineering.
Study on the anti-seepage and frost resisting lining of irrigation region channels reform, Ground Water, Vol. 33(1)2011, P. 93-94 [7] Liu Xue Jun, Zhang Yu Ming, Research and application of anti-seepage and frost resisting lining used in the Ningxia irrigation region channels, Water resources and water engineering journal, Vol. 6( 2009), p. 98-102 [8] LU Li Guo, ZHOU Ling, WANG Tang.
Test research on the frost resisting lining used in the Ningxia irrigation region channels, China Rural Water and Hydropower, Vol. 9(2008),p.102-107 [9] Editorial department of anti-seepage, Memoir of channels and reservoir anti-seepage, (1994), p. 93-169 [10] Ministry of water resources of the People's Republic of China, Design standard of frost resisting in the channel engineering, (2007) [11] XU W X,CHEN H S.
The strength grade of concrete should be according to the meteorological and hydrological and geological conditions, as well as seepage control engineering scale, the demand factors such as selection, should not be less than the values in table 2-1.
At the same time in the actual construction continuously in the pursuit of simple, quick, save investment, and constantly sum up experience from the project operation and management, in order to better water-saving irrigation engineering.
Study on the anti-seepage and frost resisting lining of irrigation region channels reform, Ground Water, Vol. 33(1)2011, P. 93-94 [7] Liu Xue Jun, Zhang Yu Ming, Research and application of anti-seepage and frost resisting lining used in the Ningxia irrigation region channels, Water resources and water engineering journal, Vol. 6( 2009), p. 98-102 [8] LU Li Guo, ZHOU Ling, WANG Tang.
Test research on the frost resisting lining used in the Ningxia irrigation region channels, China Rural Water and Hydropower, Vol. 9(2008),p.102-107 [9] Editorial department of anti-seepage, Memoir of channels and reservoir anti-seepage, (1994), p. 93-169 [10] Ministry of water resources of the People's Republic of China, Design standard of frost resisting in the channel engineering, (2007) [11] XU W X,CHEN H S.
Online since: December 2010
Authors: Yan Wang, Xiu Li Liu, You Sheng Yu
Engineering Structure 1998, 20(4): 249-260
Gross.Engineering Structures.1998,20(4-6):390~397 [3] Jianlin Song, Bruce R.
Ellingwood.Journal of structural engineering.1999,125(4):357~371 [4] Yan Limei, Fan Zifang.
Engineering Journal,AISC.2003:77-88 [9] Engelhardt, M.D.Sabol, T.A.
Engineering Structures, 1998, 20(4-6):510-520 [10] Chen, C.C., Lu, C.A., Lin, C.C.
Gross.Engineering Structures.1998,20(4-6):390~397 [3] Jianlin Song, Bruce R.
Ellingwood.Journal of structural engineering.1999,125(4):357~371 [4] Yan Limei, Fan Zifang.
Engineering Journal,AISC.2003:77-88 [9] Engelhardt, M.D.Sabol, T.A.
Engineering Structures, 1998, 20(4-6):510-520 [10] Chen, C.C., Lu, C.A., Lin, C.C.
Online since: December 2014
Authors: Lunkes Mariele, C. Koste Emilie, P. Kulakowski Marlova, A. Brehm Feliciane
Brehm4,d
1, 2, 3, 4: Programa de Pós Graduação em Engenharia Civil - Universidade do Vale do Rio dos Sinos – UNISINOS, Av.
Blocks were cast in a 20 cm (W) x 40 cm (L) x 2 cm (H) mold (Fig. 1) build in the Laboratory of Mechanical Engineering, UNISINOS.
Basegio, Immobilization of chromium ion from the ash of leather waste in ceramic products, PhD Dissertation, Mining, Metallurgical and Material Engineering, Federal University of Rio Grande do Sul, UFRGS, Porto Alegre, RS, 2004.
Cechella Isaia (Ed.), Construction materials and scientific principles of material engineering, Ibracon, São Paulo, 2007, pp. 403-436.
Cechella Isaia (Ed.), Construction materials and scientific principles of material engineering, Ibracon, São Paulo, 2007, pp. 563-585.
Blocks were cast in a 20 cm (W) x 40 cm (L) x 2 cm (H) mold (Fig. 1) build in the Laboratory of Mechanical Engineering, UNISINOS.
Basegio, Immobilization of chromium ion from the ash of leather waste in ceramic products, PhD Dissertation, Mining, Metallurgical and Material Engineering, Federal University of Rio Grande do Sul, UFRGS, Porto Alegre, RS, 2004.
Cechella Isaia (Ed.), Construction materials and scientific principles of material engineering, Ibracon, São Paulo, 2007, pp. 403-436.
Cechella Isaia (Ed.), Construction materials and scientific principles of material engineering, Ibracon, São Paulo, 2007, pp. 563-585.
Online since: June 2018
Authors: Md. Sahadat Hossain, Abdul M. Nahid, Md. Solaiman Bari, Ruhul Amin Khan, Mohammad Bellal Hoque
Scientists and engineers are having great interest in finding out new sources of raw materials that possess comparable physical and mechanical properties of synthetic fibers.
Composite materials are used in many fields, such as, automotive and marine industries, furniture and building materials, civil and military applications, air and space crafts, and many more.
Valadez-González, A study of the mechanical properties of short natural-fiber reinforced composites, Composites Part B: Engineering 36 (2005) 597–608
[30] Karmaker, A.C. and Hinrichsen G., Processing and Characterization of Jute Fiber Reinforced Thermoplastic Polymers, Polymer – Plastics Technology and Engineering 30 (1999) 609–621
Islam, Physico-Mechanical and Degradation Properties of Gamma-Irradiated Biocomposites of Jute Fabric-Reinforced Poly(caprolactone), Polymer-Plastics Technology and Engineering, 48(2009), 1203–1210
Composite materials are used in many fields, such as, automotive and marine industries, furniture and building materials, civil and military applications, air and space crafts, and many more.
Valadez-González, A study of the mechanical properties of short natural-fiber reinforced composites, Composites Part B: Engineering 36 (2005) 597–608
[30] Karmaker, A.C. and Hinrichsen G., Processing and Characterization of Jute Fiber Reinforced Thermoplastic Polymers, Polymer – Plastics Technology and Engineering 30 (1999) 609–621
Islam, Physico-Mechanical and Degradation Properties of Gamma-Irradiated Biocomposites of Jute Fabric-Reinforced Poly(caprolactone), Polymer-Plastics Technology and Engineering, 48(2009), 1203–1210
Online since: February 2018
Authors: Raffaele Landolfo, Luigi Fiorino, Bianca Bucciero, Tatiana Pali, Vincenzo Macillo, Maria Teresa Terracciano
The experimental campaign was carried out at the Department of Structures for Engineering and Architecture of the University of Naples “Federico II”.
Engineering Structures, Elsevier Science.
Advances in Structural Engineering, Multi-Science.
Journal of Structural Engineering.
American Society of Civil Engineers.
Engineering Structures, Elsevier Science.
Advances in Structural Engineering, Multi-Science.
Journal of Structural Engineering.
American Society of Civil Engineers.
Online since: July 2022
Authors: A. Deifalla, Soliman Alkhatib
Engineering Structures 226 (2021) 111319
Engineering Structures 222 (2020) 111076
Advances in Structural Engineering. 1–12.
Engineering Structures, 219 (2020): 110741.10.1016/j.engstruct.2020.110741
Department of Civil Engineering, Aalborg University.
Engineering Structures 222 (2020) 111076
Advances in Structural Engineering. 1–12.
Engineering Structures, 219 (2020): 110741.10.1016/j.engstruct.2020.110741
Department of Civil Engineering, Aalborg University.
Online since: July 2016
Authors: Joško Ožbolt, Nicola Nisticò, Serena Gambarelli
N. and Park, R., Theoretical Stress-Strain Model for Confined Concrete, Journal of Structural Engineering, ASCE, 114(8) (1988), 1804-1826
D., FRP-confined concrete members: Axial compression experiments and plasticity modeling, Engineering Structures 29 (2007), 1343–1353
D., Effects of confinement on concrete columns: Plasticity approach, ASCE Journal of Structural Engineering, 120(9) (1994), 2747-67
D., Strength and ductility of rectangular concrete columns- A plasticity approach, ASCE Journal of Structural Engineering, 122(3) (1996), 267-74
State of the art, Proceedings of the 2nd International Symposium on Advances in Civil and infrastructure Engineering (ACE), Vietri sul mare, 2015
D., FRP-confined concrete members: Axial compression experiments and plasticity modeling, Engineering Structures 29 (2007), 1343–1353
D., Effects of confinement on concrete columns: Plasticity approach, ASCE Journal of Structural Engineering, 120(9) (1994), 2747-67
D., Strength and ductility of rectangular concrete columns- A plasticity approach, ASCE Journal of Structural Engineering, 122(3) (1996), 267-74
State of the art, Proceedings of the 2nd International Symposium on Advances in Civil and infrastructure Engineering (ACE), Vietri sul mare, 2015
Online since: May 2012
Authors: Wen Fu He, Rui Dong Wang, Lei Hua, Wen Guang Liu
Seismic Isolation Response and Parameter Influence Analysis of Nuclear Power Plant during Great Earthquake
Wenguang Liu1, a, Ruidong Wang1, b, Lei Hua2, c, Wenfu He1, d
1 Department of Civil Engineering, Shanghai University,
140 Guangyan Road, Shanghai, China
2Shanghai Sunyat architecture design CO., LTD
1107 Yuyuan Road, Shanghai, China
aliuweng8@yahoo.com.cn, bleodavinci@126.com, chualei1848@163.com, dhowunfu@yahoo.cn
Keywords: Great earthquake, Nuclear power plant, Isolation Structure, Seismic response
Abstract.
Zhou: Vibration-Reduction Control of Engineering Structures (Seismological Press, Beijing, 1997) (in Chinese)
M .Li: Master’s Thesis submitted for Harbin Engineering University, 2003(in Chinese)
Shen: Nuclear Power Engineering, Vol. 26 (2005), No. 1, p. 44-50 (in Chinese)
[17] Kramer SL: Geotechnical Earthquake Engineering (Prentice-Hall: Englewood Cliffs, NJ, U.S.A., 1996).
Zhou: Vibration-Reduction Control of Engineering Structures (Seismological Press, Beijing, 1997) (in Chinese)
M .Li: Master’s Thesis submitted for Harbin Engineering University, 2003(in Chinese)
Shen: Nuclear Power Engineering, Vol. 26 (2005), No. 1, p. 44-50 (in Chinese)
[17] Kramer SL: Geotechnical Earthquake Engineering (Prentice-Hall: Englewood Cliffs, NJ, U.S.A., 1996).
Online since: June 2018
Authors: Barbara Grzegorczyk
Introduction
The development of many engineering fields is dictated by the use of non-ferrous metals and their alloys.
Kubin, Plastic instabilities phenomenology and theory, Materials Science and Engineering, A, 137, 125-134 (1991)
Archives of Civil and Mechanical Engineering Vol.18, Issue 1 (2018) p.94-102
The influence of the temperature of plastic deformation on the structure and mechanical properties of copper alloys CuCo2Be and CuCo1Ni1Be, Archives of Materials Science and Engineering, Volume 39, Issue 1, (2009) p. 5-12
Archives of Materials Science and Engineering 84 (2) (2016) p.49-57.
Kubin, Plastic instabilities phenomenology and theory, Materials Science and Engineering, A, 137, 125-134 (1991)
Archives of Civil and Mechanical Engineering Vol.18, Issue 1 (2018) p.94-102
The influence of the temperature of plastic deformation on the structure and mechanical properties of copper alloys CuCo2Be and CuCo1Ni1Be, Archives of Materials Science and Engineering, Volume 39, Issue 1, (2009) p. 5-12
Archives of Materials Science and Engineering 84 (2) (2016) p.49-57.