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Online since: November 2010
Authors: Shang Jun Ma, Jian Xing Zhou, Geng Liu
Fig. 7 Helical gear mesh stiffness and dynamic load
The Influence of Damping Material on Noise Radiation.
Damping material is the material with internal loss and friction, which can consume the vibrational energy and is used to reduce the intensity of vibrations and noise.
Chaari: Mechanical Sciences, Vol. 50 (2008), pp. 569-577
Maatar: Journal of Sound and Vibration, Vol. 191 (1996), pp. 629-60
Jiang: Journal of Vibration and Shock,(2007) No. 12, pp. 14-17.
Damping material is the material with internal loss and friction, which can consume the vibrational energy and is used to reduce the intensity of vibrations and noise.
Chaari: Mechanical Sciences, Vol. 50 (2008), pp. 569-577
Maatar: Journal of Sound and Vibration, Vol. 191 (1996), pp. 629-60
Jiang: Journal of Vibration and Shock,(2007) No. 12, pp. 14-17.
Online since: April 2014
Authors: Pei Sheng Xi, Xiao Kai Sun
The Selection of Material unit and Constitutive Relations
Separate model is established by ANSYS finite element numerical analysis software, pile body concrete with ribbed 8 node 3d-Solid65 element, considering the effect of spiral stirrups and adopt the Willam-Warnke five parameters failure criteria, Prestressed reinforcement and the prestressing steel bar adopts 3d-LINK8 element.
Pile body material strength parameters is given in table 1, two models of reinforcement section as shown in figure 1, figure 2.
Table 1 Pile body material strength parameters Types of materials Tensile strength (MPa) Compressive strength (MPa) Elasticity modulus (GPa) Prestressed bar 1000 400 200 HRB400 rebar 360 360 200 C80 concrete 3.1 50 38 Fig.1 Prototype pile reinforcement section Fig.2 Contrast pile reinforcement section According to the requirements of practical engineering pile, the prestressed steel of prototype pile is symmetrically configurated along the cross section of the pile, the non-prestressed steel of contrast pile is alternately configurated based on the prototype piles.
(in Chinese ) [6] Yaoting Zhang, Jisheng Qiu:J.Journal of Huazhong University of Science and Technology.Vol. 20-23(2003)p.20.
(in Chinese ) [7] Zhongmiao Zhang, Junwei Liu, Jian Zhou:J.Journal of Zhejiang University.Vol.1074-1079(2011) P.45.
Pile body material strength parameters is given in table 1, two models of reinforcement section as shown in figure 1, figure 2.
Table 1 Pile body material strength parameters Types of materials Tensile strength (MPa) Compressive strength (MPa) Elasticity modulus (GPa) Prestressed bar 1000 400 200 HRB400 rebar 360 360 200 C80 concrete 3.1 50 38 Fig.1 Prototype pile reinforcement section Fig.2 Contrast pile reinforcement section According to the requirements of practical engineering pile, the prestressed steel of prototype pile is symmetrically configurated along the cross section of the pile, the non-prestressed steel of contrast pile is alternately configurated based on the prototype piles.
(in Chinese ) [6] Yaoting Zhang, Jisheng Qiu:J.Journal of Huazhong University of Science and Technology.Vol. 20-23(2003)p.20.
(in Chinese ) [7] Zhongmiao Zhang, Junwei Liu, Jian Zhou:J.Journal of Zhejiang University.Vol.1074-1079(2011) P.45.
Online since: October 2014
Authors: Seung Jo Lee, Jung Min Park
Structural Behaviors of Hybrid High Performance RC Beams with Web Openings Using Hybrid Fibers
Lee Seung Jo1, a, Park Jung Min2, b
1Department of Architecture, Chosun College of Science & Technology, Gwangju, 501-744,
South Korea
2Department of Architecture, Kyungbuk College, Yeongju, 750-712, South Korea
alsj3948@daum.net, bgreen55glee@daum.net
Keywords: Hybrid, Garnet, Fly-ash, Web Opening, Nylon, Polypropylene, Steel Fiber
Abstract: The purpose of this study is to evaluate the flexural behavior of hybrid high performance RC beams with web openings (Hy-HPRWO) that are constructed by using circle steel tube, hybrid fibers and Garnet, Fly-ash.
Mechanical properties of material To identify the properties of materials used in the manufacture of specimens, tensile strength testing was performed on the steel and compressive strength testing on the concrete.
Therefore, they are expected to be efficient alternative reinforcement materials.
Mcmullellen: Torsion in Concrete Beams Containing and Opening, Journal of the Structural Division, ASCE, Vol. 141 (1962) [2] A.J.
Prasada Rao: RHS Beam-to-column Connection with Web Opening-experimental Study and Finite Element Modelling, Journal of Constructional Steel Research, Vol. 62 (2006), p.739-746 [5] S.J.
Mechanical properties of material To identify the properties of materials used in the manufacture of specimens, tensile strength testing was performed on the steel and compressive strength testing on the concrete.
Therefore, they are expected to be efficient alternative reinforcement materials.
Mcmullellen: Torsion in Concrete Beams Containing and Opening, Journal of the Structural Division, ASCE, Vol. 141 (1962) [2] A.J.
Prasada Rao: RHS Beam-to-column Connection with Web Opening-experimental Study and Finite Element Modelling, Journal of Constructional Steel Research, Vol. 62 (2006), p.739-746 [5] S.J.
Online since: June 2012
Authors: Jin He Jiang
Introduction
Spinel is one of the most promising materials for use in lithium ion specific selectivity and memory because of its low cost and acceptable environmental characteristics.
The appearance of ion memory inorganic materials (ion sieve) became possible direct extracting lithium from the salt water resources[1-2].
J.Chinese Journal of Applied Chemistry. 2000,17(3),307-311 [3] Sui Lian Luo, Wei Shan Li, Shi Zhou Qiu, et al.
Synthesis and characterization of spinel type high-power cathode material LiMxMn2- xO4( M= Ni, Co, C r) [J] .
Journal of Physics and Chemistry of Solids , 2007, 68: 780-784.
The appearance of ion memory inorganic materials (ion sieve) became possible direct extracting lithium from the salt water resources[1-2].
J.Chinese Journal of Applied Chemistry. 2000,17(3),307-311 [3] Sui Lian Luo, Wei Shan Li, Shi Zhou Qiu, et al.
Synthesis and characterization of spinel type high-power cathode material LiMxMn2- xO4( M= Ni, Co, C r) [J] .
Journal of Physics and Chemistry of Solids , 2007, 68: 780-784.
Online since: September 2011
Authors: Feng Hui Wang, Yong Zhang, Gang Li, Tie Jun Liu
Damping model of viscoelastic materials
Although some damping models suggested by several scholars [5,6,7]after Rayleigh firstly introduced the famous theory so called ’visco damping’, represent of damping models is still more difficult for continuous system, appropriate approach contributes to a good goal.
Ideal damping model of viscoelastic material is assumed as (1) where is the damping force in a SDOF system, c is viscous damping constant.
Cestino: Design of solar high altitude long endurance aircraft for multi payload & operations, Aerospace Science and Technology, Vol.10, (2006) No.6, p.541
Frediani: A model for Solar Powered Aircraft Preliminary Design, The Aeronautical Journal, (2008), No.2, p.57
Bond: Aerodynamic and Structural Design of A Solar-powered Micro Unmanned Air Vehicle, Journal of Aerospace Engineering, Vol. 214 (2000) No. 2, p.97
Ideal damping model of viscoelastic material is assumed as (1) where is the damping force in a SDOF system, c is viscous damping constant.
Cestino: Design of solar high altitude long endurance aircraft for multi payload & operations, Aerospace Science and Technology, Vol.10, (2006) No.6, p.541
Frediani: A model for Solar Powered Aircraft Preliminary Design, The Aeronautical Journal, (2008), No.2, p.57
Bond: Aerodynamic and Structural Design of A Solar-powered Micro Unmanned Air Vehicle, Journal of Aerospace Engineering, Vol. 214 (2000) No. 2, p.97
Online since: February 2016
Authors: Alexander Pesin, D.O. Pustovoytov
Material under rolling was microalloyed steel (0.07C-1.6Mn-0.4Si-0.08V-0.05Nb-0.2Ni, %).
Szpunar, The edge-cracking of AISI 304 stainless steel during hot-rolling, Journal of materials science. 34 (1999) 4727-4735
Stahlberg, Transversal cracks and their behavior in the hot rolling of steel slabs, Journal of Materials Processing Technology. 101 (2003) 312-321
Szpunar, The edge-cracking of AISI 304 stainless steel during hot-rolling, Journal of materials science. 34 (1999) 4727-4735
Stahlberg, Transversal cracks and their behavior in the hot rolling of steel slabs, Journal of Materials Processing Technology. 101 (2003) 312-321
Online since: May 2011
Authors: Jun Zhi Zhang, Yan Hong Gao
There is revetment for upstream of existing levees or earth-dams generally, so that the resistance for wave cut in the upstream of existing levees or earth-dams is the thickness and materials and form of revetment.
Acknowledgements A support of the paper by the National Science and Technology Support Plan Project of China under Grant No. 2006BAC05B05 is gratefully acknowledged.
References [1] Can Elmar Balas and Lale Balas: Journal of Waterway, Port, Coastal and Ocean Engineering, ASCE, Vol.128 (5), 216-223 (2002)
M: Journal of Safety Science, Elsevier, (40) 105-126 (2002)
Fan: Journal of Hydraulic Engineering, Vol.36(8), 994-999, 1006 (2005).
Acknowledgements A support of the paper by the National Science and Technology Support Plan Project of China under Grant No. 2006BAC05B05 is gratefully acknowledged.
References [1] Can Elmar Balas and Lale Balas: Journal of Waterway, Port, Coastal and Ocean Engineering, ASCE, Vol.128 (5), 216-223 (2002)
M: Journal of Safety Science, Elsevier, (40) 105-126 (2002)
Fan: Journal of Hydraulic Engineering, Vol.36(8), 994-999, 1006 (2005).
Online since: August 2013
Authors: Li Zhou
Practice and discussion of experimental teaching evaluation method .Journal of health professional education,2012(2):17-18
Looking at the new development of education technology theory from blending learning .Journal of electrochemical education research,2011(11):3-6
Journal of China’s education technology and equipment, 2012(22):35-38
Huazhong University of Science and Technology Press,2012:554-557
Education and Science Press, 2012:266-278.
Looking at the new development of education technology theory from blending learning .Journal of electrochemical education research,2011(11):3-6
Journal of China’s education technology and equipment, 2012(22):35-38
Huazhong University of Science and Technology Press,2012:554-557
Education and Science Press, 2012:266-278.
Online since: September 2013
Authors: Xian Zeng Liu, Jun Zhang
Acknowledgements
The work is sponsored by National Natural Science Foundation of China (Grant No. 50905122) and Anhui Provincial Natural Science Foundation (Grant No. 1208085ME64).
Materials and Structural Integrity, 2008, 1(4): 302-322
Journal of Sound and Vibration, 1994, 173(1):125-130
Chinese Journal of Mechanical Engineering, 2005, 41(7): 50-55
Journal of Mechanical design, 2002, 38(3): 6-9.
Materials and Structural Integrity, 2008, 1(4): 302-322
Journal of Sound and Vibration, 1994, 173(1):125-130
Chinese Journal of Mechanical Engineering, 2005, 41(7): 50-55
Journal of Mechanical design, 2002, 38(3): 6-9.
Online since: August 2013
Authors: Xiao Gang Zhang, Tian Hai Zhou, Min Hui Li, Xiao Ping Wang
Two coefficients account for the effect of curing conditions and environment on the effective chloride diffusion coefficient are introduced by kc·ke, where kc is the Conservation coefficients,depends mainly on the curring time (see Table 1); and ke is Environmental coefficients,takes the effects of cementitious material and Marine environment into account (see Table 2).
Acknowledgements This research was supported by the following projects: the National Natural Science Foundation of China (51278304), Natural Science Foundation for Team Project of Guangdong Province of China (9351806001000001), The Technology Research and Development Program(Basic research project)of Shenzhen China(JCYJ201206-13174456685).
ACI Structure Journal, (2005), 102(4): 543-549
Journal of Structural Engineering, (2000), 126(6): 724-732
Journal of Structural Engineering, (2007), 133(7): 916-924.
Acknowledgements This research was supported by the following projects: the National Natural Science Foundation of China (51278304), Natural Science Foundation for Team Project of Guangdong Province of China (9351806001000001), The Technology Research and Development Program(Basic research project)of Shenzhen China(JCYJ201206-13174456685).
ACI Structure Journal, (2005), 102(4): 543-549
Journal of Structural Engineering, (2000), 126(6): 724-732
Journal of Structural Engineering, (2007), 133(7): 916-924.