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Online since: May 2021
Authors: Adeline Ling Ying Ng, Hock Rui Liew, Yew Ching Wong
Materials and Methodology
The properties of concrete depend on the characteristics of its materials.
Cement is the main component used to bind all materials together in concrete.
A drum mixer was used to mix all the materials to form a mixture.
Yang, Durability of concrete made with manganese slag as supplementary cementitious materials, Journal of Shanghai Jiaotong University (Science). 17 (2012) 345-349
Sanchez, Recycling of manganese gangue materials from waste-dumps in the Iberian Pyrite Belt – Application as filler for concrete production, Construction and Building Materials. 54 (2014) 363-368
Cement is the main component used to bind all materials together in concrete.
A drum mixer was used to mix all the materials to form a mixture.
Yang, Durability of concrete made with manganese slag as supplementary cementitious materials, Journal of Shanghai Jiaotong University (Science). 17 (2012) 345-349
Sanchez, Recycling of manganese gangue materials from waste-dumps in the Iberian Pyrite Belt – Application as filler for concrete production, Construction and Building Materials. 54 (2014) 363-368
Online since: November 2015
Authors: Kyu Seok Yeon, Jae Heum Yeon, Kwan Kyu Kim, Chul Young Kim
Aravinthan, Effect of fly ash on the behaviour of polymer concrete with different types of resin, J. of Materials and Design, 51(2013) 175-181
[2] Y.K.
Graybeal, Compressive behaviour of ultra-high-performance fiber-reinforced concrete, ACI Materials Journal, March-April(2007) 146-152 [5] A.M.
Monteiro, Concrete : microstructure, properties, and materials, Third Edition, McGraw-Hill(1993) 91-95 [7] J.P.
Reis, Mechanical characterization of fiber reinforced polymer concrete, J. of Materials Research, 8(3)(2005) 357-360 [9] C.
Ching, Mechanical behaviour of polymer concrete systems, J. of Materials and Structures, 21(1988) 268-277 [10] ACI Committee 318.
Graybeal, Compressive behaviour of ultra-high-performance fiber-reinforced concrete, ACI Materials Journal, March-April(2007) 146-152 [5] A.M.
Monteiro, Concrete : microstructure, properties, and materials, Third Edition, McGraw-Hill(1993) 91-95 [7] J.P.
Reis, Mechanical characterization of fiber reinforced polymer concrete, J. of Materials Research, 8(3)(2005) 357-360 [9] C.
Ching, Mechanical behaviour of polymer concrete systems, J. of Materials and Structures, 21(1988) 268-277 [10] ACI Committee 318.
Online since: July 2015
Authors: Xiang Yun Deng, Guang Hao Sun, Chuang Jun Huang, Xin Guan, Jian Hao
Effect of Sintering Temperature on Structure and Electric Properties of (Ba0.96Ca0.04)(Zr0.05Ti0.95)O3 Ceramics
Xin Guan1,a, Xiangyun Deng1, 2,b, Jian Hao1,c, Guanghao Sun1,d,
Chuanjun Huang1,e
1College of Physics and Materials Science,Tianjin Normal University, Tianjin 300387,China
2Key Laboratory of Ministry of Education for Advanced Materials in Tropical Island Resources, Hainan University, Haikou 570228,China
amingjunxin@hotmail.com, bxiangyundtj@126.com, c535899292@qq.com,
dGH_sunny@126.com, e805112705@qq.com,
Keywords: (Ba0.96Ca0.04)(Zr0.05Ti0.95)O3, sol-gel, Ferroelectric properties, Dielectric properties
Abstract: Barium calcium titanate (Ba0.96Ca0.04)(Zr0.05Ti0.95)O3 ferroelectric ceramics were prepared by sol–gel technique.
Ti(OC4H9)4 (98%), ZrO(NO3)2·2H2O (99.5%), Ba(CH3COO)2 (99.5%), C4H6O4Sr·1/2H2O and Ca(CH3COO)2 (99.5%) were used as the raw materials.
Deng et al: Electronic Components & Materials.
Tang: Materials Chemistry and Physics.
Journal of shaanxi normal university,2008, 4(36): 24-27.
Ti(OC4H9)4 (98%), ZrO(NO3)2·2H2O (99.5%), Ba(CH3COO)2 (99.5%), C4H6O4Sr·1/2H2O and Ca(CH3COO)2 (99.5%) were used as the raw materials.
Deng et al: Electronic Components & Materials.
Tang: Materials Chemistry and Physics.
Journal of shaanxi normal university,2008, 4(36): 24-27.
Online since: January 2012
Authors: Yu Lin Lu, Li Wang, Jia Qi Li
Introduction
In recent years, concrete is a common materials in the construction engineering.
Applied Mechanics and Materials;2011,94-96:388-392 [8] Hans Hedlund, Patrik Groth.
Materials and Structures, 1998,31:329-334 [9] Patrik Groth, Hans Hedlund.
Materials and Structures. 1998,32:387-392 [10] C.
Materials and Structures, 1999,32:673-678
Applied Mechanics and Materials;2011,94-96:388-392 [8] Hans Hedlund, Patrik Groth.
Materials and Structures, 1998,31:329-334 [9] Patrik Groth, Hans Hedlund.
Materials and Structures. 1998,32:387-392 [10] C.
Materials and Structures, 1999,32:673-678
Online since: November 2010
Authors: Xiao Bing He, F. Huang, C.Y. Zhang
The material properties of concrete and rebar were obtained by tests and listed in
Tab.1 respectively.
The dimensions, load scheme and arrangement of strain gauges are shown in Fig.6, Fig. 7, and the material properties of concrete and rebar are listed in Tab.1.
Farid Uddin, et al: Construction and Building Materials, Vol. 18 (2004), p. 181 [3] J.
Cairns, et al: Construction and Building Materials, Vol. 21 (2007), p. 190 [4] Z.J.
He, et al : submitted to the Journal of Key engineering Materials (2010) [6] G.C.
The dimensions, load scheme and arrangement of strain gauges are shown in Fig.6, Fig. 7, and the material properties of concrete and rebar are listed in Tab.1.
Farid Uddin, et al: Construction and Building Materials, Vol. 18 (2004), p. 181 [3] J.
Cairns, et al: Construction and Building Materials, Vol. 21 (2007), p. 190 [4] Z.J.
He, et al : submitted to the Journal of Key engineering Materials (2010) [6] G.C.
Online since: November 2012
Authors: Piotr Kula, Pietrasik Robert, Wołowiec Emilia, Bartłomiej Januszewicz, Rzepkowski Adam
Low-pressure Nitriding according to the FineLPN technology in Multi-Purpose Vacuum Furnaces
Kula Piotr1,a, Pietrasik Robert1,b, Wołowiec Emilia1,c, Januszewicz Bartłomiej1,d, Rzepkowski Adam1,e
1Institute of Materials Science and Engineering, Technical University of Lodz, Stefanowski street 1/15, 90-924 Lodz, Poland
apiotr.kula@p.lodz.pl, brobert.pietrasik@p.lodz.pl, cemilia.wolowiec@p.lodz.pl, dbartlomiej.januszewicz@p.lodz.pl, eadam.rzepkowski@p.lodz.pl
Keywords: Low-pressure nitriding; vacuum nitriding; nitrides; heat treatment; tool steels; neural networks
Abstract.
High durability of such tools is ensured partly by using the appropriate materials (high-alloy tool steels), but the optimum properties of dies can be achieved by appropriate thermal or thermo-chemical processing.
Therefore, repeatable formation of hardened layers with a set carbon or nitrogen profile and a set hardness distribution in a wide range of engineering materials must be based on a reliable computer simulation of the process in all its phases.
Krasowski, FineCarb – the flexible system for low pressure carburizing, Journal of The Japan Society for Heat Treatment 49 (2009) 133-136
Materials Characterization 56/3 (2006) 232-240
High durability of such tools is ensured partly by using the appropriate materials (high-alloy tool steels), but the optimum properties of dies can be achieved by appropriate thermal or thermo-chemical processing.
Therefore, repeatable formation of hardened layers with a set carbon or nitrogen profile and a set hardness distribution in a wide range of engineering materials must be based on a reliable computer simulation of the process in all its phases.
Krasowski, FineCarb – the flexible system for low pressure carburizing, Journal of The Japan Society for Heat Treatment 49 (2009) 133-136
Materials Characterization 56/3 (2006) 232-240
Online since: May 2011
Authors: Fang Tian, Wei Xin Hu, He Ming Cheng, Ya Li Sun
The use of waste materials as a source of aggregate in new construction materials has become more common in recent decades.
However, fly ash can be used as a replacement for cement or as an additional cementitious material in concrete.
Experimental Procedures Selection of Materials.
Tests on the Materials.
Journal of Material in Civil Engineering. 2007© ASCE 709- 717
However, fly ash can be used as a replacement for cement or as an additional cementitious material in concrete.
Experimental Procedures Selection of Materials.
Tests on the Materials.
Journal of Material in Civil Engineering. 2007© ASCE 709- 717
Online since: August 2013
Authors: Qiang Xu, Dong Lai Xu, Zhong Yu Lu, Qi Hua Xu, De Zheng Liu
Essentially, the creep damage problem is of time dependent, non-linear material behavior, and multi-material zones.
Chaboche, Mechanics of Solid Materials, Cambridge University Press, 1st ed.
Lu, The review of computational FE software for creep damage mechanics, Advanced Materials Research, vol. 510 (2012), pp. 495-499 [3] D.
Gong, Application of Runge-Kutta-Merson algorithm for creep damage analysis, International Journal of Pressure Vessels and Piping, vol. 77 (2000), pp. 243-248 [6] Q.
Short, Current state of developing creep damage constitutive equation for 0.5Cr0.5Mo0.25V ferritic steel, Advanced Materials Research, vol. 510 (2012), pp. 812-816 [8] D.
Chaboche, Mechanics of Solid Materials, Cambridge University Press, 1st ed.
Lu, The review of computational FE software for creep damage mechanics, Advanced Materials Research, vol. 510 (2012), pp. 495-499 [3] D.
Gong, Application of Runge-Kutta-Merson algorithm for creep damage analysis, International Journal of Pressure Vessels and Piping, vol. 77 (2000), pp. 243-248 [6] Q.
Short, Current state of developing creep damage constitutive equation for 0.5Cr0.5Mo0.25V ferritic steel, Advanced Materials Research, vol. 510 (2012), pp. 812-816 [8] D.
Online since: August 2015
Authors: Mariusz Urbaniak, Paweł Czapski, Tomasz Kubiak
Experimental Investigation of GFRP Laminate Thin-Walled Column Subjected to Uniform Compression
Paweł Czapski1, a *, Tomasz Kubiak2,b , Mariusz Urbaniak3,c
1Department of Strength of Materials, Lodz University of Technology, Stefanowskiego 1/15,
90-924, Lodz, Poland, + 48 42 631 22 22
2Department of Strength of Materials, Lodz University of Technology, Stefanowskiego 1/15,
90-924, Lodz, Poland, + 48 42 631 22 21
3Department of Strength of Materials, Lodz University of Technology, Stefanowskiego 1/15,
90-924, Lodz, Poland, + 48 42 631 22 22
apawel_czapski@interia.pl, btomasz.kubiak@p.lodz.pl, cmariusz.urbaniak@p.lodz.pl
Keywords: buckling, postbuckling behaviour, strain-gauge measurements, digital image correlation, thin-walled columns, laminates
Abstract.
Before the use of new material or a new structure in the industry a lot of numerical and experimental tests should be performed.
In the scientific literature there are many papers dealing with buckling, postbuckling behaviour and failure modes of thin-walled structures made of isotropic and orthotropic materials.
The columns were made of 8 layered GFRP laminate with material properties presented in Table 1 [9].
Acknowledgment The paper has been written under the research project financed by the National Centre for Science - decision number DEC-2011/03/B/ST8/06447 References [1] Campbell F.C., Manufacturing Technology for Aerospace Structural Materials, Elsevier, London, 2006
Before the use of new material or a new structure in the industry a lot of numerical and experimental tests should be performed.
In the scientific literature there are many papers dealing with buckling, postbuckling behaviour and failure modes of thin-walled structures made of isotropic and orthotropic materials.
The columns were made of 8 layered GFRP laminate with material properties presented in Table 1 [9].
Acknowledgment The paper has been written under the research project financed by the National Centre for Science - decision number DEC-2011/03/B/ST8/06447 References [1] Campbell F.C., Manufacturing Technology for Aerospace Structural Materials, Elsevier, London, 2006
Online since: August 2013
Authors: Renáta Vargová, Naqib Daneshjo, Baryalai Tahzib, Peter Korba
After plastic deformation together with material shift, better resistance against material springing is reached.
The material was deformed into required shape, but in some cases the material was so pressed, that tool divided (mashed) a material by press.
Hardness of the material is approx. 63 HRC and class of waste is 024.
Acknowledgment The article was prepared in the framework of the research project VEGA 1/0582/13 supported by the Scientific Grant Agency of the Ministry of Education and Sciences.
In: SSP - Journal of Civil Engineerig.
The material was deformed into required shape, but in some cases the material was so pressed, that tool divided (mashed) a material by press.
Hardness of the material is approx. 63 HRC and class of waste is 024.
Acknowledgment The article was prepared in the framework of the research project VEGA 1/0582/13 supported by the Scientific Grant Agency of the Ministry of Education and Sciences.
In: SSP - Journal of Civil Engineerig.