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Online since: October 2015
Authors: Cong Da Lu, Hong Liu, Dong Hui Wen, Lan Fang Jiang, Yunqing Gu, Wei Ming Lin
The mandrel ball consisted of ball, middle inner connector, middle outer ring and bottom connector, shown in Fig. 1.
1- ball 2- middle inner connector 3- middle outer ring 4-bottom connector
Fig. 1 Sketch of the mandrel ball
It can be seen from Fig. 1 that there was a weak link in the middle part of the ball, which was circled by an ellipse.
According to the Eq. (1), the extension length of the mandrel is set as 9.5 mm.
References [1] X.T.
Study on varying curvature push-bending technique of rectangular section tube, Journal of Materials Processing Technology. 187-188 (2007) 476–479
Three-dimensional bending of profiles with stress superposition, International Journal of Material Forming. 2008 (1) 133-136
According to the Eq. (1), the extension length of the mandrel is set as 9.5 mm.
References [1] X.T.
Study on varying curvature push-bending technique of rectangular section tube, Journal of Materials Processing Technology. 187-188 (2007) 476–479
Three-dimensional bending of profiles with stress superposition, International Journal of Material Forming. 2008 (1) 133-136
Online since: October 2014
Authors: Hartmut Fischer, Rob Polder, Zheng Xian Yang
The results of the compressive strength and flexural strength test are shown in Fig.1, where each value is averaged from the results of three individual tests.
Fig. 1.
As also seen from Fig.1, the increased porosity indeed led to some loss of the strength although minor.
References [1] L.
Compos. 479 (2014) 87-93
Fig. 1.
As also seen from Fig.1, the increased porosity indeed led to some loss of the strength although minor.
References [1] L.
Compos. 479 (2014) 87-93
Online since: May 2014
Authors: Apaporn Ruchiraset, Sopa Chinwetkitvanich
Ultra-pure water used in HPLC analysis was obtained from a Milli-Q water purification system with a conductivity of 18.3 MWcm-1.
The mobile phase comprised of ACN and H2O with the followings ACN:H2O ratios: 35:65 for 0-1.5 min; 55:45 for 1.5-6 min; 100:0 for 7-12 min; 35:55 for 13-20 min, with a constant flow rate of 1 ml/min.
Figure 1 Estrogens concentrations in (a) influents and (b) effluents Estrogen in effluents.
References [1] S.K.
Chem. 21 (2002) 473-479
The mobile phase comprised of ACN and H2O with the followings ACN:H2O ratios: 35:65 for 0-1.5 min; 55:45 for 1.5-6 min; 100:0 for 7-12 min; 35:55 for 13-20 min, with a constant flow rate of 1 ml/min.
Figure 1 Estrogens concentrations in (a) influents and (b) effluents Estrogen in effluents.
References [1] S.K.
Chem. 21 (2002) 473-479
Online since: March 2015
Authors: Vera Sturm, Marion Merklein, Fabian Zöller
An extension of this approach is the consideration of pressure dependent friction coefficients, as it is shown in Eq. 1.
Kudo, Effect of Surface Topography of Workpiece on Pressure Dependence of Coefficient of Friction in Sheet Metal Forming, CIRP Annals (1998) 479-482. ].
µp=µ0∙pp0n-1 (1) The formulation of the pressure dependent friction model depends on three different variables.
It is defined in a value range between 0 ≤ n ≤ 1, like in Fig 3.
Table 1 shows the parameter values of the experimental design.
Kudo, Effect of Surface Topography of Workpiece on Pressure Dependence of Coefficient of Friction in Sheet Metal Forming, CIRP Annals (1998) 479-482. ].
µp=µ0∙pp0n-1 (1) The formulation of the pressure dependent friction model depends on three different variables.
It is defined in a value range between 0 ≤ n ≤ 1, like in Fig 3.
Table 1 shows the parameter values of the experimental design.
Online since: October 2013
Authors: Zhong Liang Lv, Pei Wen An
After choosing the appropriate K.C. with S.J., transforming it to the K.C. with multi-joint by applying the following methods:
(1) Partial shrinkage of a polygonal link of the K.C. with S.J.
Obviously, the number of the rims can be shrunk should be less than the single-joint number of the link, that is, as shrinking a n-polygonal link, the number m of the rims can be shrunk must meet: 1≤m≤n-1, hence, it is just called the partial shrinkage of a polygonal link.
References [1] Jensen P.
ASME Transaction, Journal of Mechanical Design, 2000, 122(4): 479-483
Del Castillo, Enumeration of 1-DOF planetary gear train graphs based on functional constraints, J.
Obviously, the number of the rims can be shrunk should be less than the single-joint number of the link, that is, as shrinking a n-polygonal link, the number m of the rims can be shrunk must meet: 1≤m≤n-1, hence, it is just called the partial shrinkage of a polygonal link.
References [1] Jensen P.
ASME Transaction, Journal of Mechanical Design, 2000, 122(4): 479-483
Del Castillo, Enumeration of 1-DOF planetary gear train graphs based on functional constraints, J.
Online since: September 2014
Authors: Hai Cao, Xin Le Zhang, Xiao Hui Guo, Jin Ji Feng
References
[1] S.Zhong and H.Yuan.
Tables (refer with: Table 1, Table 2, ...) should be presented as part of the text, but in such a way as to avoid confusion with the text.
Equations (refer with: Eq. 1, Eq. 2, ...) should be indented 5 mm (0.2").
(1) Literature References References are cited in the text just by square brackets [1].
References [1] Dj.M.
Tables (refer with: Table 1, Table 2, ...) should be presented as part of the text, but in such a way as to avoid confusion with the text.
Equations (refer with: Eq. 1, Eq. 2, ...) should be indented 5 mm (0.2").
(1) Literature References References are cited in the text just by square brackets [1].
References [1] Dj.M.
Online since: May 2010
Authors: Lennart Elmquist, Attila Diószegi
Fig. 1.
Table 1.
References 1.
Svensson: Research report 99:1, ISSN 1404-0018, Jönköping University (1999) 4.
Svensson: Materials Science and Engineering, A 413 - 414, pp. 474 - 479 (2005) Fig. 9.
Table 1.
References 1.
Svensson: Research report 99:1, ISSN 1404-0018, Jönköping University (1999) 4.
Svensson: Materials Science and Engineering, A 413 - 414, pp. 474 - 479 (2005) Fig. 9.
Online since: July 2007
Authors: Jian Zhang, V. Smukala, Horst Meier, O. Dewald
Fig. 1
shows the experimental setup.
Fig. 1 shows the old (left) as well as the new robot cell (right).
Fig. 1.
References [1] Allwood, J.; Jackson, K.: The Design of an Incremental Forming Machine.
Conference on Sheet Metal SHEMET, 5.-8.4.2005, Nürnberg, pp. 479-486 [3] Douflou, J; Szekeres, A.; Vanherck, P.: Force Measurements for Singel Point Incremental Forming: A Experimental Study.
Fig. 1 shows the old (left) as well as the new robot cell (right).
Fig. 1.
References [1] Allwood, J.; Jackson, K.: The Design of an Incremental Forming Machine.
Conference on Sheet Metal SHEMET, 5.-8.4.2005, Nürnberg, pp. 479-486 [3] Douflou, J; Szekeres, A.; Vanherck, P.: Force Measurements for Singel Point Incremental Forming: A Experimental Study.
Online since: December 2009
Authors: Chien Nan Li, Jeng Nan Lee
(6)
1 1 1 1
1 1 1 1
sin
cos
c
c
x xR
y yR
1 1 1 1 1 1 1 1 sin cos mc mc x x R y y R
(9) 1 1 1 1 1 1 1 1 sin cos c c x xR y yR
Rational curve draw their 1R 11 1,C Xc Yc 2R 1 2 1 2 2 1T Y X 1 1 2 2T 22 2,C Xc Yc Y X 11 1,C Xc Yc 22 2,C Xc Yc ,mmP X Y 1T 2T 1R 2R 1 2 1 2 theories from projective geometry.
Linear interpolation Circular interpolation NURBS interpolation The number of control points 7499 722 2873 The number of NC blocks 7498 361 479 Machining time 8.02min. 7.24min. 7.63min.
1 1 1 1 1 1 1 1 sin cos mc mc x x R y y R
(9) 1 1 1 1 1 1 1 1 sin cos c c x xR y yR
Rational curve draw their 1R 11 1,C Xc Yc 2R 1 2 1 2 2 1T Y X 1 1 2 2T 22 2,C Xc Yc Y X 11 1,C Xc Yc 22 2,C Xc Yc ,mmP X Y 1T 2T 1R 2R 1 2 1 2 theories from projective geometry.
Linear interpolation Circular interpolation NURBS interpolation The number of control points 7499 722 2873 The number of NC blocks 7498 361 479 Machining time 8.02min. 7.24min. 7.63min.
Online since: January 2010
Authors: Zhong Liang Pan, Ling Chen
In
the Fig.1, the path consisting of two 1-branches (bold lines) form root to leaf labeled 1 demonstrates
that the f =1 when x1 =1 and x2 =1, where the values of x3 and x4 may be 0 or 1.
Similarly, the Fig.1 also show that the f =1 when x3=1 and x4 =1, where the values of x1 and x2 may be 0 or 1.
Let M= {0, 1, ⋅⋅⋅, m-1}.
The fault ξ1 is (e1:s-a-0 and x4: s-a-1), ξ2 is (x1: s-a-1 and e4: s-a-0), ξ3 is (x1: s-a-0 and x4: s-a-1), ξ4 is (x3: s-a-0 and e4: s-a-0), ξ5 is (x2: s-a-0 and x5: s-a-1), ξ6 is (e1: s-a-0 and e2: s-a-1), ξ7 is (x3: s-a-1 and e4: s-a-0), ξ8 is (x4: s-a-0 and e3: s-a-0), ξ9 is (e1: s-a-1 and e4: s-a-1), ξ10 is (x5: s-a-1 and e3: s-a-0).
A novel algorithm for testing crosstalk induced delay faults in VLSI circuits. 18th International Conference on VLSI Design, pp.479-484, 2005
Similarly, the Fig.1 also show that the f =1 when x3=1 and x4 =1, where the values of x1 and x2 may be 0 or 1.
Let M= {0, 1, ⋅⋅⋅, m-1}.
The fault ξ1 is (e1:s-a-0 and x4: s-a-1), ξ2 is (x1: s-a-1 and e4: s-a-0), ξ3 is (x1: s-a-0 and x4: s-a-1), ξ4 is (x3: s-a-0 and e4: s-a-0), ξ5 is (x2: s-a-0 and x5: s-a-1), ξ6 is (e1: s-a-0 and e2: s-a-1), ξ7 is (x3: s-a-1 and e4: s-a-0), ξ8 is (x4: s-a-0 and e3: s-a-0), ξ9 is (e1: s-a-1 and e4: s-a-1), ξ10 is (x5: s-a-1 and e3: s-a-0).
A novel algorithm for testing crosstalk induced delay faults in VLSI circuits. 18th International Conference on VLSI Design, pp.479-484, 2005