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Online since: August 2010
Authors: Shi Hong Zhang, Zhong Tang Wang, Guang Xia Qi
( )( ) 5.0 , exp1 ≤ − = ασ σε RTQ A n� (1) ( ) ( )[ ] 6.1, exp exp2 ≥ − = ασ σα ε RTQnA� (2) ( )( ) valueallRTQ A n , exp)][sinh( − = ασ ε� (3) Where, n AA α=1 , nAA − = 22 ;ε� , strain-rate (S-1);Q, energy of thermal activation (J/mol), being relationship with materials ; σ, flow stress(MPa) ; n, stress exponent ; T, temperature(K); R =8.314J/mol·K, constant; A, constant being relationship with materials.
Materials at High Temperatures Vol.19 №4 (2002),p.165-185 [2] Q.Liu, Z.Fu, S.Wu.
Journal of Materials Engineering and Performance Vol.6 №4 (1997), p.545-548 [3] Y.Zhou, Y.G.Zhou, H.Q.Yu.
Acta Metallurgica Sinica (English Edition), Series A: Physical Metallurgy & Materials Science Vol.5A №5 (1992), p.341-344 [4] Sun Xinjun, Bai Bingzhe, Gu Jialin.
Materials Science and Engineering A Vol.77 (1986),p.103-113
Online since: May 2012
Authors: Yanan Zhang, Cheng Ping Zhang, Qian Qian Li, Zheng Li, Yi Cai
Test Material and Scheme The Selection of the Test Material.
Table 1 Physical and mechanical parameters of the prototype material and model material Material Prototype material Model material γ(kN/m3) 20.00 21.20 E (MPa) 40.00 24.36 μ 0.30 0.27 Φ (°) 32.00 29.00 c (kPa) 30.00 1.12 Test Scheme.
JOURNAL OF YANGTZE RIVER SCIENTIFIC RESEARCH INSTITUTE, 1999, 16(04):10-15
Chinese journal of rock mechanics and engineering, 2010, 29(6): 1113-1122
JOURNAL OF RAILWAY ENGINEERING SOCIETY, 2009(03): 48-53
Online since: November 2016
Authors: Roberto Montanari, Pasquale Gaudio, Ekaterina Pakhomova, Luca Antonelli, Maria Richetta
Yoshida, J. of Nuclear Materials, 329-333 (2004) 66-73
Ucciardello, Materials Science Forum 706-709(2012) 835-840
Montanari, Materials Science Forum, 783-786 (2014) 2353-2358
Moriani, J. of Nuclear Materials 352 (2006) 29-35
Zheng, J. of Nuclear Materials 386–388 (2009) 780-783
Online since: September 2007
Authors: Guo Liang Dai, Yuan Hua, Tai Quan Zhou
The unified rock mass elasto-plastic material model is implemented in ABAQUS user interface.
The Hoek-Brown rock mass criterion fits well with a large number of experimental data from intact rock materials to jointed rock mass.
According to the elasto-plastic theory, the incremental material matrix could be obtained as follows
References [1] Maohong Yu: Twin-shear theory and its application (Science Press, China 1998), P.249
[5] Zhou Hui,Zhang Chuanqing: Chinese Journal of Rock Mechanics and Engineering, Vol. 24(2006):P.3083
Online since: November 2018
Authors: Oluwole Daniel Makinde, B.C. Prasanna Kumara, G.K. Ramesh, Bijjanal Jayanna Gireesha
International Journal of Exergy, 13(2) (2013) 159-174
Journal of Engineering Physics and Thermophysics, 90 (3), (2017) 603-609
Azam, Magnetohydrodynamic flow of Carreau fluid over a convectively heated surface in the presence of non-linear radiation, Journal of Magnetism and Magnetic Materials, 412 (2016) 63–68
International Journal of Heat and Mass Transfer, 93 (2016)595–604
Indian Journal of Pure & Applied Physics, 55 (2017) 551-563
Online since: March 2015
Authors: Hai Jing Wang, Kai Guang Zhang, Ming Ting Ba
Application of isotope tracer could be used to trace the material sources and reveal material circulation process.
Journal of Sichuan geology, Vol. 22 (1) (2002), p. 21-26
Beijing : Science Press(2003)
Beijing : Science Press(2002)
Journal of Geophysical Research, Vol.90(B10) (1985) , p. 8729-8741
Online since: February 2012
Authors: Md. Akter Hosen, Mohd Zamin Jumaat, Md. Moshiur Rahman
This study presents an easy, efficient, and direct solution model for optimization of strengthening materials for rehabilitating RC beams.
It has demonstrated that the cost of the materials is also an important consideration in any structural design process.
Gao, Experimental Study on the Bending Properties of GFRP Middle Beam in Foundation Pit Support, in Materials Science and Engineering Applications, Pts 1-3, G.J.
Journal of Civil Engineering and Management, 2007. 13(4): p. 317-323
Arya, C., et al., TR 55: Design guidance for stengthening concrete structures using fibre composite materials: a review.
Online since: July 2014
Authors: Santanu Duari, Tapan K. Barman, Prasanta S
Das, Tribology of electroless nickel coatings – a review, Materials and Design, 32, 2011, 1760–1775
Tandon, Wear performance and mechanisms of EN coating under reciprocating sliding conditions, Journal of Materials Science, 29, 1994, 1462-1470
Hwang, The friction and wear of Ni–P–PTFE composite deposits under water lubrication, Materials Chemistry and Physics, 77, 2002, 755–764
Sahoo, Friction performance optimization of electroless Ni-P coatings using Taguchi method, Journal of physics D:Applied Physics, 41, 2008, 095305
Sahoo, Wear behavior of electroless Ni-P coatings and optimization of process parameters using Taguchi method, Materials and Design, 30, 2009, 1341-1349
Online since: December 2011
Authors: Yu Hua Chen, Liang Yu, Wei Huai Gong
And the joint can be embrittled and seriously affect the overall performance of materials.
Acknowledgements This research was supported by the Grant from the Project of Aeronautical Science and Technology Key Laboratory for Aeronautical Materials Processing; Nanchang Hangkong University (No.Zk201001001).
References [1] Yongqing Zhao, Zhengping Xi, Henglei Qv: Journal of aeronautical materials Vol. 23 (2003), p. 45 [2] J.L.
Jose: Journal of Materials Processing Technology Vol. l92-193 (2007), p. 83-88 [4] Tao Chen, Zhiyong Wang, Yue Ding: Applied Laser Vol. 18 (1998), p. 145 [5] C.L.
Gong: Materials Engineering Vol. 4 (2006), p. 48 [6] Y.F.
Online since: January 2012
Authors: Jiang Zhong, Xian Zhang, Jian Dong Jiang, Zhang Feng Zhao
In this stage, the blade throws the tilled soil into the air where it ceases to have contact with any materials.
Material properties and model parameters.
MAT147 was selected as material model for the compacted soil in LS-DYNA.
Acknowledgment The work of authors were supported by the National Natural Science Foundation of China (50805131), the National Science & Technology Pillar Program during the Eleventh Five-year Plan Period (2006BAD11A10-02), and Key Projects in the Science & Technology Program of Zhejiang Province (2007C12089, 2008C02006-3).
Kaiming, "A Framework for Earthmoving Blade/Soil Model Development," Journal of Terramechanics, vol. 45, Oct. 2008, pp. 147–165, doi:10.1016/j.jterra.2008.11.002