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Online since: February 2019
Authors: Sergei V. Klyuev, Alexander V. Klyuev, Yu.V. Pukharenko, T.A. Khezhev
Methods Pilot studies were conducted in laboratories of departments of Institute of Construction Materials Science of Belgorod State Technological University named after V.G.
[2] Brandt A.M., Cement-Based Composites: Materials, Mechanical Properties and Performance.
[4] Lemm J.M., HB Fiber-Reinforced Concrete: Principles, Properties, Developments and Applications (Building Materials Science).
[18] Lesovik R.V., Klyuyev S.V., Klyuyev A.V., Netrebenko A.V., Durachenko A.V., High-Strength Fiber-Reinforced Concrete Containing Technogenic Raw Materials and Composite Binders with Use of Nanodispersed Powder, Research Journal of Applied Sciences. 9 (2014) 1153–1157
[20] Lesovik R.V., Klyuyev S.V., Klyuyev A.V., Tolbatov A.A., Durachenko A.V., The Development of textile fine-grained fiber concrete using technogenic raw materials, Research Journal of Applied Sciences. 10 (2015) 701–706
Online since: July 2014
Authors: Hong Hai, Wei Wang
Introduction Carbon Fiber Reinforced Polymer (CFRP) is widely used in the field of civil infrastructure as strengthening and rehabilitation materials because of the characteristics of high strength, high stiffness, light-weight, excellent corrosion resistance, ease and speed of installation, etc.
CFRP material adopts UDO CFPR produced by Germany EPO Co.Ltd.
:Journal of Composites for Construction, Vol. 8(2) (2004), p. 132-140
[9] Suyan Wang and Lei Liu: Journal of Shenyang Jianzhu University (Natural science edition) , Vol. 24 (4) (2008), p. 562-566.
Beijing: Science press, (2005).
Online since: July 2011
Authors: Jing Hai Zhou, Xian Hong Meng, Chan Fang Zhou
Beijing architectural design standardization office and Beijing billion force building materials limited company research has developed a new "insulation brick mold cast-in-situ main wall system"[10,11].
Journal of Shenyang Jianzhu University ( Natural Science) Nov. 2010,Vol . 6
Advanced Materials Research, v 194-196, p 1134-1137, 2011
Advanced Materials Research, v 163-167, p 1012-1018, 2011
International Journal of Computational Methods in Engineering Science and Mechanics, v 12, n 1, p 26-33, January 2011
Online since: August 2013
Authors: Yong Chao Chen, Min Gao, Wei Bo Yu, Lei Zhang
The 1980s, the United States Pennsylvania University materials research laboratory developed a miniature Moonie transducer [2].
Beijing: Science and technology press, 2007.
[6] Yu Wen, Tiemin Zhang, Peisheng Huang, Vibration analysis of Cymbal type piezoelectric stack array, Journal of Vibration, Measurement & Diagnosis, vol.31, no.3, pp.295-299, 2011.
(in Chinese) [8] Laihui Luo, Yanxue Tang, Feifei Wang, Displacement amplification and electric characeteristics of modified rectangular cymbal transducers using electroacrive materials, Sold State Communications, vol. 143, pp.321-325, 2007.
(in Chinese) [10] Sodano Henry A, Inman Daniel J, Park Gyuhae, Comparison of Piezoelectric Energy Harvesting Devices for Recharging Batteries, Journal of Intelligent Material Systems and Structures, vol.16, no.10, pp.799-807, 2005
Online since: May 2011
Authors: Jiang Cheng, Hui Qin Chen, Bing Wu, Zhi Qi Cai, Da Feng Zheng, Zhuo Ru Yang, Xiu Fang Wen, Pi Hui Pi
Meguro et al.: Journal of Colloid and Interface Science.
Kubo: Journal of Applied Polymer Science.Vol.73.(1999), p.1741 [10] K.
Guimon et al.: Journal of Polymer Science Part a-Polymer Chemistry.Vol.43.(2005), p.3737 [12] L.
Geribaldi et al.: Journal of Materials Chemistry .
Park et al.: Journal of Applied Polymer Science.Vol.86.(2002), p.3702 [21] W.
Online since: April 2012
Authors: Jian Hua Yan, Su Ping Cui, Qi Dong Liu, Xin Du
The Influence of a Particle Shape Correcting Technique in Properties of Recycled Coarse Aggregate[J].Materials Science and Technology,2005,13(6):579-582. ] proposed a new technology that utilizing the inter-impact and friction of high-speed moving particle.
Experimental Research on Reinforce of Recycled Aggregate[J].New Building Materials,2002,3:6-8. ], water glass solution[[11] Haili CHENG, Caiyan WANG.
Experimental Research on Water Glass Reinforced Recycled Aggregate[J].New Building Materials,2004,12:12-14. ], organic solution[[12] Ye LI.
Microstructural Analysis of Recycled Aggregate Produced from Niño-Enhancement Approach[J].Rare metal Materials and Engineering, 2010,39 (Suppl.2):409-414. ], etc.
Application of Construction Waste in Chiba Cement Factory[J].21 Century Building Materials, 2011, 3:70-71. ].
Online since: March 2023
Authors: B.K. Barakhtin, R. Sedletsky, S.N. Perevislov, V. Bobyr, A.S. Zhukov
Nikolaev, Physicochemical models of mechanisms of reversible water and mass transfer and concomitant changes in properties in filled structural polymer materials, Problems of Materials Science. 18 (1999) 35-54
Sedletsky, Physicochemical concepts of the kinetics of water and mass transfer in highly filled polymer materials (sphero-, glass-, carbon-fiber reinforced plastics), Russian chemical journal. 4 (2009) 115-124
Sedletsky, Analysis and experimental substantiation of the reverse kinetics of water and mass transfer of highly filled polymer structural composites (sphero-, glass-, carbon-fiber reinforced plastics), Problems of Materials Science. 3 (2014) 122-137
Petersburg, April 12-14, 2016: collection of materials.
Sedletsky, Stoichiometry (hardener / resin) of epoxy composites and spheroplastics based on them and its effect on water resistance, strength and efficiency of chemisorption protection against water absorption for buoyancy materials of deep-sea vehicles, Problems of Materials Science. 2 (2015) 97-116
Online since: May 2011
Authors: Ming Tian Li, Shu Cai Li, Ning Zhang
According to the similarity principle the mechanical parameters of sandstone, rock bolts and their corresponding similar materials used in tests are shown in Table 1 and 2 when the similarity ration is designed as 10.
Table 1 Physical and mechanical parameters for rock-like materials and sandstone parameters Compressive strength σc[MPa] Tensile strengh σt[MPa] Elastic modulus E[GPa] Poission ratio ν Toughness KIC[MPa·m0.5] Unit weight ρ[g·cm-3] Rock-like material 35.54 2.82 17.92 0.192 0.512 2.3 Sandstone 20~170 4~25 4.9~78.5 0.02-0.2 0.22~2.26 2.1 Table 2 Mechanical parameters for rock bolt and rockbolt-like material parameters Tensile strengh σt[MPa] Elastic modulus E[GPa] Rockbolt-like material 50-60 20-22 Rockbolt 500-600 200-220 A new rubber powder modified cement mortar is made to satisfy the similarity principle.
Its mechanical properties depend on the materials and manufacture techniques for the glass fiber reinforce plastic.
Liu, Chinese Journal of Geotechnical engineering, Vol.10(1988), p. 8-19 [7] Z.H.Zou, Z.L.Wang, Chinese Journal of Geotechnical Engineering, Vol. 15(1993), p.71-79 [8] J.H.
Zhang, Chinese Journal of Geotechnical Engineering, Vol. 28(2006), p.29-32
Online since: April 2012
Authors: Jing Pei Xie, Gao Lu, Jia Xi Wang, W.Y. WANG
Materials and Procedure Materials.
Reason mainly concentrated in the following, first of all, wear resistance and hardness related materials, materials, the higher the hardness, wear resistance materials the better, to material hardness relationship, that the wear resistance of QT500 and RuT35 better than RuT75, HT250 is the worst.
[3] D.K.Sarma,U.S.Dixit: Journal of Materials Processing Technology Vol. 190(2007), p. 160~172
[4] Th.Willidal,W.Bauer, P.Schumacher:Materials Science and Engineering Vol. 413(2005), p. 578~582
[5] Min Yang, Yongxiang Dai , Changjiang Song: Journal of Materials Processing Technology Vol. 210(2010), p. 351~355, in Chinese.
Online since: February 2014
Authors: Li Song, Lin Gu, Sai Ping Wei
Introduction Rock is a typical non-homogeneous materials
Defects of different rock materials is significant differences in the size and distribution.
Acknowledgements This work was financially supported by the National Natural Science Foundation (51104026) and Liaoning Provincial Department of Education science general project(L2013475).
Journal of Central South University(Science and Technology),Vol.44(2013),p2470 [5] TANG Chunan,Catastr ophe in rock unstable failure. 1993,p70-72 [6]ZHU Wancheng, TANG Chunan,YANG Tianhong.etal.
Chinese Journal of Rock Mechanics and Engineering,Vol.22(2003),p24-29
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