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Online since: September 2013
Authors: Dirk Bähre, Theo J. Rickert, Dominik Dapprich, Horst Brünnet
Material behaviour during AF.
The material behaviour during AF can be described as follows: During the AF pressure ramp up, the material behaves elastically up to the yield stress σy.
Fig. 1: Geometry and material data of the investigated AISI 4140.
Material removal was modeled by simply deleting the elements.
Bähre, Modeling of residual stresses and shape deviations along the process chain of Autofrettaged components, Journal of Materials Science and Engineering A 1/7A (2011) 915-936
The material behaviour during AF can be described as follows: During the AF pressure ramp up, the material behaves elastically up to the yield stress σy.
Fig. 1: Geometry and material data of the investigated AISI 4140.
Material removal was modeled by simply deleting the elements.
Bähre, Modeling of residual stresses and shape deviations along the process chain of Autofrettaged components, Journal of Materials Science and Engineering A 1/7A (2011) 915-936
Online since: April 2011
Authors: Chang Hui Yang, Chong Wang, Chao Jun Wan, Yan Feng Tian
Comparison of Fluidity between Metakaolin and Silica Fume Concretes
WANG Chong1,a, YANG Changhui1,b, WAN Chaojun1,c, TIAN Yanfeng1,d
1College of Materials Science and Engineering, Chongqing University, 400045, China
achongwang@cqu.edu.cn, bychh@cqu.edu.cn, ccjwan@cqu.edu.cn, dtyfcqu2006@126.com
Keywords: Metakaolin,Silica fume,High performance concrete, Fluidity,Comparison.
Experimental Programs 2.1 Raw Materials 1) P.O 42.5 cement (C) was manufactured by Chongqing Lafarge Company.
Construction and Building Materials, 20(2006), 858-865 [10] H.
Advanced Cement Based Materials, 2 (1993), 83-91 [17] Long Guangcheng, Xie Youjun, Wang Xinyou.
Journal of Building Materials, 2002, 5(1), 21-25 (In Chines)
Experimental Programs 2.1 Raw Materials 1) P.O 42.5 cement (C) was manufactured by Chongqing Lafarge Company.
Construction and Building Materials, 20(2006), 858-865 [10] H.
Advanced Cement Based Materials, 2 (1993), 83-91 [17] Long Guangcheng, Xie Youjun, Wang Xinyou.
Journal of Building Materials, 2002, 5(1), 21-25 (In Chines)
Online since: May 2012
Authors: Zhao Min Li, Song Yan Li
The pipeline material is PPR, with the diameter from 20mm to 60mm.
Wall material is plexiglass, and thickness is 8 mm.
Journal of Petroleum Technology, 24(5): 593-598
Journal of Petroleum Technology, 15(4): 450-454
Journal of Petroleum Technology, 32(11): 1903-1910
Wall material is plexiglass, and thickness is 8 mm.
Journal of Petroleum Technology, 24(5): 593-598
Journal of Petroleum Technology, 15(4): 450-454
Journal of Petroleum Technology, 32(11): 1903-1910
Online since: May 2020
Authors: Zhen Li, Lu Cui, Pei Qi Zhao, Cheng Hui Yang, Yin Lei Liu, Yin Chuan Ding
The samples with the size of 50mm×13mm×1.5mm were cut from two type of steel materials.
The results of the corrosion rates of the two materials under different temperatures are shown in Fig. 3.
By changing CO2 partial pressures, the corresponding corrosion rates of the two materials are plotted in Fig. 6.
Fig.7 shows the corrosion morphology of the two materials under different carbon dioxide concentration at 200℃.
It shows that the two materials still uniformly corroded in a carbon dioxide environment.
The results of the corrosion rates of the two materials under different temperatures are shown in Fig. 3.
By changing CO2 partial pressures, the corresponding corrosion rates of the two materials are plotted in Fig. 6.
Fig.7 shows the corrosion morphology of the two materials under different carbon dioxide concentration at 200℃.
It shows that the two materials still uniformly corroded in a carbon dioxide environment.
Online since: December 2012
Authors: Fabio de Angelis, Donato Cancellara, Mario Pasquino
Journal for Multiscale Computational Engineering, Vol. 5, n. 2, pp. 105-116, (2007)
[16] De Angelis, F., Multifield potentials and derivation of extremum principles in rate plasticity, Materials Science Forum, Vol. 539-543, pp. 2625-2630, (2007)
[23] De Angelis, F., Computational aspects in the elasto/viscoplastic material behavior of solids, Advanced Materials Research, Vol. 567, pp. 192-199, (2012)
[24] De Angelis, F., Numerical algorithms for J2 viscoplastic models, Advanced Materials Research, Vol. 567, pp. 267-274, (2012)
[26] De Angelis, F., Cancellara, D., Implications due to different loading programs in inelastic materials, Advanced Material Research, Vol. 422, pp. 726-733, (2012)
[16] De Angelis, F., Multifield potentials and derivation of extremum principles in rate plasticity, Materials Science Forum, Vol. 539-543, pp. 2625-2630, (2007)
[23] De Angelis, F., Computational aspects in the elasto/viscoplastic material behavior of solids, Advanced Materials Research, Vol. 567, pp. 192-199, (2012)
[24] De Angelis, F., Numerical algorithms for J2 viscoplastic models, Advanced Materials Research, Vol. 567, pp. 267-274, (2012)
[26] De Angelis, F., Cancellara, D., Implications due to different loading programs in inelastic materials, Advanced Material Research, Vol. 422, pp. 726-733, (2012)
Online since: February 2014
Authors: Bo Lei, Guo Qiang Chen, Wei Ren, Ying Zhao Lv
Because of the discrete characteristic of the concrete material, although the value is within the scope, it is close to the upper limitation and the possibility of cracking is great.
Journal of Chongqing Jiaotong University,2008,27(6):1017-1019;(in Chinese) [4]Xiang Xuxia.
JOURNAL OF TONGJI UNIVERSITY, 1998,26(3):235-239;(in chinese) [7] Xiang Haifan.
China Journal of Highway and Transport, 2003,16 (1): 43-46; [11] YANG Mei-liang,LI Chuan-xi,ZHANG Jian-ren.
Journal Of Changsha Communications University, 2006,22(1)17-21;(in chinese)
Journal of Chongqing Jiaotong University,2008,27(6):1017-1019;(in Chinese) [4]Xiang Xuxia.
JOURNAL OF TONGJI UNIVERSITY, 1998,26(3):235-239;(in chinese) [7] Xiang Haifan.
China Journal of Highway and Transport, 2003,16 (1): 43-46; [11] YANG Mei-liang,LI Chuan-xi,ZHANG Jian-ren.
Journal Of Changsha Communications University, 2006,22(1)17-21;(in chinese)
Online since: July 2014
Authors: Jie Zhao
Scheme 1of bolt reinforcement: The bolt material is concrete bar with diameter of 32mm(φ32), and its designed anti-pull force is 150kN.
Master Thesis of Xi'an Science and Technology University. 2003
Chinese Journal of Geotechnical Engineering. 24(2002) 479–482
Chinese Journal of Geotechnical Engineering21 (2002) 853-857
Chinese Journal of Rock Mechanics and Engineering. 25(2006) 136-140.
Master Thesis of Xi'an Science and Technology University. 2003
Chinese Journal of Geotechnical Engineering. 24(2002) 479–482
Chinese Journal of Geotechnical Engineering21 (2002) 853-857
Chinese Journal of Rock Mechanics and Engineering. 25(2006) 136-140.
Online since: March 2011
Authors: Chun Ming Liu, Jun Miao, Li Jun Wang
Effect of microstructure and mechanical properties on abrasive wear is different when the materials exposed to different wear condition [6-8].
The effect of heat treatment of work materials on the wear characteristics of the carbide cutting tools, J.
Isothermal transformation of low-carbon microalloyed steels, Materials Characterization, Vol. 54 (2005), p. 417-422
Effects of Nb on microstructure and continuous cooling transformation of coarse grain heat-affected zone in 610MPa class high-strength low-alloy structural steels, Materials Science and Engineering: A, Vol. 499 (2009), p. 182-186
The effect of silicon, vanadium and nitrogen on the microstructure and hardness of air cooled medium carbon low alloy steels, Journal of Materials Processing Technology, Vol. 134 (2003), p. 405-412
The effect of heat treatment of work materials on the wear characteristics of the carbide cutting tools, J.
Isothermal transformation of low-carbon microalloyed steels, Materials Characterization, Vol. 54 (2005), p. 417-422
Effects of Nb on microstructure and continuous cooling transformation of coarse grain heat-affected zone in 610MPa class high-strength low-alloy structural steels, Materials Science and Engineering: A, Vol. 499 (2009), p. 182-186
The effect of silicon, vanadium and nitrogen on the microstructure and hardness of air cooled medium carbon low alloy steels, Journal of Materials Processing Technology, Vol. 134 (2003), p. 405-412
Online since: July 2017
Authors: Paulo B. Lourenço, Daniel V. Oliveira, Rui A. Silva, Cristina Barroso
Materials and methods
The experimental program was carried out at the Civil Engineering laboratory of University of Minho and involved the characterisation of 8 low cost meshes made of different materials and 9 mortars with different compositions.
The particle size distribution of the earth based mortars and constituent materials is given in Fig. 2.
Hydraulic lime was chosen, since this binder is expectedly more compatible with earthen materials.
Karlos, Textile reinforced mortar (TRM) versus FRP as strengthening material of URM walls: out-of-plane cyclic loading, Materials and Structures 41.1 (2008) 143-157
Materials and Structures 46.1 (2013), 203-219
The particle size distribution of the earth based mortars and constituent materials is given in Fig. 2.
Hydraulic lime was chosen, since this binder is expectedly more compatible with earthen materials.
Karlos, Textile reinforced mortar (TRM) versus FRP as strengthening material of URM walls: out-of-plane cyclic loading, Materials and Structures 41.1 (2008) 143-157
Materials and Structures 46.1 (2013), 203-219
Online since: March 2007
Authors: Cristina Rodríguez, Enrique Real, A. Fernández Canteli, F.Javier Belzunce
Materials
The materials used in this study were two duplex (AISI 2205 grade) stainless steels, supplied
by Roldán S.A.
Shot peened bars of both materials designated D2205hsp (hot ribbed) and D2205csp (cold ribbed) were also tested.
The different values for the stress amplitude used were established taking into account previous studies conducted with these same materials [6].
Materials science and technology, vol. 19, pp. 372-374, 2003 [3] ASTM A955/A955M-01 Standard specification for deformed and plain steel reinforcing bars for concrete reinforcement ASTM, 2001 [4] BS 6744:2001.
Journal of Materials Engineering and Performance, vol. 12(4), pp. 480-489, 2003 Acknowledgements The authors would like to acknowledge the financial support of the Asturian Foundation for Scientific and Technical Research (FICYT), project PB02-116 and, in particular, E.
Shot peened bars of both materials designated D2205hsp (hot ribbed) and D2205csp (cold ribbed) were also tested.
The different values for the stress amplitude used were established taking into account previous studies conducted with these same materials [6].
Materials science and technology, vol. 19, pp. 372-374, 2003 [3] ASTM A955/A955M-01 Standard specification for deformed and plain steel reinforcing bars for concrete reinforcement ASTM, 2001 [4] BS 6744:2001.
Journal of Materials Engineering and Performance, vol. 12(4), pp. 480-489, 2003 Acknowledgements The authors would like to acknowledge the financial support of the Asturian Foundation for Scientific and Technical Research (FICYT), project PB02-116 and, in particular, E.