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Online since: February 2012
Authors: Wan Shan Wang, Zi Xu Liu, Bo Wang, Tian Biao Yu, Guang Hui Zhang, Xue Wei Zhang
The geometric nonlinearity and large deformation motion of the blade, the rigid motion of the nacelle's yaw process, the elastic deformation of the tower, the complicated and variable aerodynamic load, and other factors must be considered when building a dynamic model[2-3].
In the rotation process of wind wheel, the apex of the tower is affected by the periodic excitation and aerodynamic load.The excitation can cause the tower back-forward vibration[4].
The calculating formula of the resultant velocity W under the wind velocity of , is where a is the inducible factor of the axial flow in the vertical wind turbine rotary surface , is the inducible factor of the tangential flow velocity.
The multi-body dynamic model of the wind turbine's key components can be built by adding material properties and constraints.
Mechanical Design and Manufacturing.
In the rotation process of wind wheel, the apex of the tower is affected by the periodic excitation and aerodynamic load.The excitation can cause the tower back-forward vibration[4].
The calculating formula of the resultant velocity W under the wind velocity of , is where a is the inducible factor of the axial flow in the vertical wind turbine rotary surface , is the inducible factor of the tangential flow velocity.
The multi-body dynamic model of the wind turbine's key components can be built by adding material properties and constraints.
Mechanical Design and Manufacturing.
Online since: June 2020
Authors: Khaled Abou-El-Hossein, Lukman N. Abdulkadir, Muhammad Mukhtar Liman
Introduction
The constant demand for enhanced surface integrity and reduced subsurface damage of optical components formed the driving force for the constant research of machine induced plastic deformation, which is known to strongly affects both physical and mechanical properties of optical products [1].
These selected factors and levels are from combination of selected references [5-7] based on the achieved surface roughness (3. 85 nm), high compressive stress and diamond tool wear resistanc.
Run Factor 1 Factor 2 Factor 3 Response Rake Angle (Degrees) Nose Radius (mm) Feed (mm/min) Ra (nm) 1 0 1. 0 2 1. 8 2 -25 0. 5 12 135 Fig. 1.
Conclusion The ultra-high precision diamond turning study of optical silicon carried out produced 1. 8 nm surface finish when factor levels of 2 mm/min feed rate, 0° rake angle, 15° clearance angle, 17. 5 µm depth of cut, 750 rpm cutting speed and 1. 0 mm nose radius with water as coolant was used.
Mechanical Engineering.
These selected factors and levels are from combination of selected references [5-7] based on the achieved surface roughness (3. 85 nm), high compressive stress and diamond tool wear resistanc.
Run Factor 1 Factor 2 Factor 3 Response Rake Angle (Degrees) Nose Radius (mm) Feed (mm/min) Ra (nm) 1 0 1. 0 2 1. 8 2 -25 0. 5 12 135 Fig. 1.
Conclusion The ultra-high precision diamond turning study of optical silicon carried out produced 1. 8 nm surface finish when factor levels of 2 mm/min feed rate, 0° rake angle, 15° clearance angle, 17. 5 µm depth of cut, 750 rpm cutting speed and 1. 0 mm nose radius with water as coolant was used.
Mechanical Engineering.
Online since: August 2013
Authors: Li Ming Wu, Zhen Qiang Wang
Fig.1 Finite element model of slope
For the reservoir bank’s slope, soil’s yield strength is mainly produced due to the shear factors ,thus the Mohr-Column criterion is most suitable for the slope stability question’s calculation.
The shear strength parameters of the land’s sliding surface based on the laboratory test and combining the local experience value to get the comprehensive value(the soil test standard value), the shear strength parameters of the underwater part’s sliding surface should use the effective stress intensity index, if the site does not have test conditions, effective stress strength indexes should be determine according to combine the experience value and near the site’s slow shear test value,showing the parameters in Table 1, showing soil mechanical properties parameters in Table 2.
Table 1 Values of calculation parameters rock heavy weigh (kN/m3) natural anti-shear strength Saturate anti-shear strength effective stress intensity index nature saturation C (kPa) j (°) C(kPa) j (°) C’(kPa) j’ (°) Silty clay 21 22.20 25.70 15.00 15.70 12.10 19.00 14.00 Table 2 Indicators of soil physical and mechanical properties item Stati-on Nature heavy weigh kN/m3 natural quick shear Saturatal quick shear Natural residual shear Saturatal residual shear Comp-ression Coeffi-cient MPa-1 Compre-ssion modulus MPa Coeffi- cient of permea- bility cm/s×10-6 C kPa Φ (°) C kPa Φ (°) C kPa Φ (°) C kPa Φ (°) Silty clay Origi-nation 19.3 27.0 16.0 16.0 12.0 15.7 12.1 9.40 10.1 0.60 4.50 7.00 Manzo Reservoir’s Finite Element Analysis Results.
According to adjust rock soil’s different properties parameters, realizing that different water level action’s stability analysis.
Corresponding Author Name: Liming Wu, Email: 58432053@qq.com, Mobile phone: 15223419315 References [1] Huang Bolin,Xu Mo; Analyses of Typical Landslides in Xiangxi River Valley Affected by Impounding[J]; Journal of Disaster Prevention and Mitigation Engineering;2006-3
The shear strength parameters of the land’s sliding surface based on the laboratory test and combining the local experience value to get the comprehensive value(the soil test standard value), the shear strength parameters of the underwater part’s sliding surface should use the effective stress intensity index, if the site does not have test conditions, effective stress strength indexes should be determine according to combine the experience value and near the site’s slow shear test value,showing the parameters in Table 1, showing soil mechanical properties parameters in Table 2.
Table 1 Values of calculation parameters rock heavy weigh (kN/m3) natural anti-shear strength Saturate anti-shear strength effective stress intensity index nature saturation C (kPa) j (°) C(kPa) j (°) C’(kPa) j’ (°) Silty clay 21 22.20 25.70 15.00 15.70 12.10 19.00 14.00 Table 2 Indicators of soil physical and mechanical properties item Stati-on Nature heavy weigh kN/m3 natural quick shear Saturatal quick shear Natural residual shear Saturatal residual shear Comp-ression Coeffi-cient MPa-1 Compre-ssion modulus MPa Coeffi- cient of permea- bility cm/s×10-6 C kPa Φ (°) C kPa Φ (°) C kPa Φ (°) C kPa Φ (°) Silty clay Origi-nation 19.3 27.0 16.0 16.0 12.0 15.7 12.1 9.40 10.1 0.60 4.50 7.00 Manzo Reservoir’s Finite Element Analysis Results.
According to adjust rock soil’s different properties parameters, realizing that different water level action’s stability analysis.
Corresponding Author Name: Liming Wu, Email: 58432053@qq.com, Mobile phone: 15223419315 References [1] Huang Bolin,Xu Mo; Analyses of Typical Landslides in Xiangxi River Valley Affected by Impounding[J]; Journal of Disaster Prevention and Mitigation Engineering;2006-3
Online since: August 2014
Authors: Qian Li, Gang He, Ying Sun, Ying Ya Huang, Deng Lin Zhu
The structural parameters of HEMs are the main factors which determine their vibration isolation characteristics.
Flower [3] explained the operation of inertia track and decoupler using a bond graphs mechanical method of the hydraulic mount.
Experimental data were used to show the effectiveness of the mount, and Flower showed that the hydraulic mount could meet two conflicting design criteria by exhibiting nonlinear dynamic properties.
Then the spectra of the test time-domain signals were analyzed and the dynamic properties, i.e., dynamic stiffness K* (complex spring rate), dynamic stiffness modulus K, dynamic stiffness in-phase (dynamic spring rate) k, loss angle φ (or loss tangent tan φ), dynamic stiffness out-of-phase (loss rate) k΄ and equivalent damping coefficient b were obtained:
Table 2 Test items and conditions Item Condition Static compression Compress 15 mm with velocity 10 mm/min and the greatest load is 4000N, then release, measure the force and displacement Dynamic characteristics test Static compress –1000 N, frequency 1–50 Hz, amplitude 1.5 mm, measure the response every 1 Hz The Methods for Obtaining the Lumped Parameters The methods for obtaining the lumped parameters and the exactness of the estimated parameters are critical to the simulated dynamic properties of an HEM.
Flower [3] explained the operation of inertia track and decoupler using a bond graphs mechanical method of the hydraulic mount.
Experimental data were used to show the effectiveness of the mount, and Flower showed that the hydraulic mount could meet two conflicting design criteria by exhibiting nonlinear dynamic properties.
Then the spectra of the test time-domain signals were analyzed and the dynamic properties, i.e., dynamic stiffness K* (complex spring rate), dynamic stiffness modulus K, dynamic stiffness in-phase (dynamic spring rate) k, loss angle φ (or loss tangent tan φ), dynamic stiffness out-of-phase (loss rate) k΄ and equivalent damping coefficient b were obtained:
Table 2 Test items and conditions Item Condition Static compression Compress 15 mm with velocity 10 mm/min and the greatest load is 4000N, then release, measure the force and displacement Dynamic characteristics test Static compress –1000 N, frequency 1–50 Hz, amplitude 1.5 mm, measure the response every 1 Hz The Methods for Obtaining the Lumped Parameters The methods for obtaining the lumped parameters and the exactness of the estimated parameters are critical to the simulated dynamic properties of an HEM.
Online since: October 2014
Authors: Shahrzad Pedram, Fitsum Tariku
This approach involves the consideration of heat, air and moisture (HAM) transfer and control of a building, specifically, how the coupled relations between different transient systems (mechanical system, building envelope, indoor environment, outdoor environment, and occupants) affect the building performance and operation.
Future tests will be undertaken to consider other factors such as indoor air quality based on carbon dioxide concentration, heating and ventilation energy consumption, and alternative finishing materials.
Mechanical Room Test Room Figure 2.
Based on existing knowledge on the moisture buffering of materials, it may be possible to create a suitable indoor environment by using alternative finishing materials that may have different material properties than conventional drywall, which may maximize the moisture buffering ability.
Bomberg (Eds.), Moisture control in buildings: the key factor in mold prevention (2nd ed., pp. 103–109).
Future tests will be undertaken to consider other factors such as indoor air quality based on carbon dioxide concentration, heating and ventilation energy consumption, and alternative finishing materials.
Mechanical Room Test Room Figure 2.
Based on existing knowledge on the moisture buffering of materials, it may be possible to create a suitable indoor environment by using alternative finishing materials that may have different material properties than conventional drywall, which may maximize the moisture buffering ability.
Bomberg (Eds.), Moisture control in buildings: the key factor in mold prevention (2nd ed., pp. 103–109).
Online since: December 2009
Authors: Aminollah Mohammadi, Hamid Zarepour
Well
understanding of affecting factors and their interactions on surface finish is of crucial importance
since it is one of the most specified customer needs.
Factors (input parameters) and factor levels are shown in Table 1.
Data analysis for surface finish Factors Effect Consideration.
ANOVA is employed to consider effects of main factors and factor interactions on temperature.
Plot of main effects is used to see which factors affect the sensitivity of the system.
Factors (input parameters) and factor levels are shown in Table 1.
Data analysis for surface finish Factors Effect Consideration.
ANOVA is employed to consider effects of main factors and factor interactions on temperature.
Plot of main effects is used to see which factors affect the sensitivity of the system.
Online since: September 2013
Authors: Shu Jiang Zhao
Intorduction
The problem of soft rock is a big problem to affect mine production.
Physical and Mechanical Properties.
After first supporting of large deformation and constant resistance, freed some expansion energy and plastic deformation properties, make it into a relatively simple IIBCDIIIE type.
Specific mechanical conversion and support measures are shown in Figure 1.
Analysis of safety and economic benefit The supporting technology eliminated unsafe factors when using traditional bolting and shotcreting or shed supporting, put an end to falling phenomenon, reduced roof falling and floor heave amount.
Physical and Mechanical Properties.
After first supporting of large deformation and constant resistance, freed some expansion energy and plastic deformation properties, make it into a relatively simple IIBCDIIIE type.
Specific mechanical conversion and support measures are shown in Figure 1.
Analysis of safety and economic benefit The supporting technology eliminated unsafe factors when using traditional bolting and shotcreting or shed supporting, put an end to falling phenomenon, reduced roof falling and floor heave amount.
Online since: July 2024
Authors: Madhavi Latha Kasulanati, Rathish Kumar Pancharathi
Hardened and durability properties of a 30 MPa concrete designed using CPM method is being investigated.
Inspite of achieving the required strength, concrete exposed to various chemical species owing to the diverse environmental factors makes it vulnerable [6,7].
Physical properties of natural and recycled aggregate.
Physico–mechanical properties of multi–recycled concrete from precast concrete industry.
Multiple recycled aggregate properties analysed by X-ray microtomography.
Inspite of achieving the required strength, concrete exposed to various chemical species owing to the diverse environmental factors makes it vulnerable [6,7].
Physical properties of natural and recycled aggregate.
Physico–mechanical properties of multi–recycled concrete from precast concrete industry.
Multiple recycled aggregate properties analysed by X-ray microtomography.
Online since: July 2005
Authors: H. Tsuda, T. Uchiyama, R. Oba, Y. Sunayama, Dong Ying Ju
Compressive residual
stress induced by water peening was measured to investigate the surface strengthening effect as a
quantitative factor.
The main parameters and mechanical performance of the helical gear part are given in Table 1. ⑤ ⑥⑦ ⑤ ⑥⑦ Fig.1 Schematic of water peening equipment Fig.2 Photo of the specimen and nozzle Table 1 Main parameter of the gear shaft and mechanical properties of SCr420H steel No. of teeth 17 Young's modulus 219.4 GPa Module 2.22 Poisson's ratio 0.26 Pressure angle 18° Yield stress 400 MPa Helix angle 25.7° Hardness (Hv) 180 Out circle diameter 48.37 mm Machine method Shaving Pitch circle diameter 43.89 mm Heat treatment Carburized quenching B A C Water peening conditions.
The stress factor of the X-ray diffraction method was -318.71 MPa/deg.
In order to examine the water peening affecting area for the gear shaft with complex shape, the specimen was pre-coated blue painting on the whole surface of the gear.
For the industrial heat treatment process, there are many influences factors which lead to uneven heat transfer and in turn result in heterogonous microstructure and mechanical properties of quenching steel.
The main parameters and mechanical performance of the helical gear part are given in Table 1. ⑤ ⑥⑦ ⑤ ⑥⑦ Fig.1 Schematic of water peening equipment Fig.2 Photo of the specimen and nozzle Table 1 Main parameter of the gear shaft and mechanical properties of SCr420H steel No. of teeth 17 Young's modulus 219.4 GPa Module 2.22 Poisson's ratio 0.26 Pressure angle 18° Yield stress 400 MPa Helix angle 25.7° Hardness (Hv) 180 Out circle diameter 48.37 mm Machine method Shaving Pitch circle diameter 43.89 mm Heat treatment Carburized quenching B A C Water peening conditions.
The stress factor of the X-ray diffraction method was -318.71 MPa/deg.
In order to examine the water peening affecting area for the gear shaft with complex shape, the specimen was pre-coated blue painting on the whole surface of the gear.
For the industrial heat treatment process, there are many influences factors which lead to uneven heat transfer and in turn result in heterogonous microstructure and mechanical properties of quenching steel.
Online since: June 2011
Authors: H.H. Na, J.H. Lee, Joon Sik Son, H.H. Kim, Ill Soo Kim
Lee1
1Department of Mechanical Engineering, Graduate School, Mokpo National University, South Korea
2Department of Mechanical Engineering, Mokpo National University, South Korea
ajsson@promecs.com, bilsookim@mokpo.ac.kr, ckimhyoung@mokpo.ac.kr
Key words: bead geometry, empirical model, robotic arc welding, control and sensing
Abstract.
Especially, real-time quality control in automated welding process is an important factor contributing to higher productivity, lower costs and greater reliability of the bead geometry.
Experimental Procedure The robotic arc welding process generally involves large number of process parameters that may affect product quality, productivity and cost effectiveness.
The mechanical properties and chemical composition of base metal are shown in Tables 2-3.
The selection of the electrode wire should be based principally upon matching the mechanical properties and physical characteristics of the base metal.
Especially, real-time quality control in automated welding process is an important factor contributing to higher productivity, lower costs and greater reliability of the bead geometry.
Experimental Procedure The robotic arc welding process generally involves large number of process parameters that may affect product quality, productivity and cost effectiveness.
The mechanical properties and chemical composition of base metal are shown in Tables 2-3.
The selection of the electrode wire should be based principally upon matching the mechanical properties and physical characteristics of the base metal.