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Online since: November 2014
Authors: Tie Zhu Li, Qian Yu, Yan Ming Ren, Na Zhu, Fang Qian
Fig. 1 shows the stress of driving buses.
Fig. 1.
Difference values of two emission rates calculations in every bin Bins CO2 (g/s) CO (g/s) NOX (g/s) HC (g/s) Description of every bin VSP(kw/t) speed(km/h) Bin0 0%a 0% 0% 0% Idling Bin101 0% 7% 4% 1% <-6 （0,20] Bin102 0% 0% 0% 0% [-6,-3] Bin103 4% 8% 9% 3% [-3,-1) Bin104 4% 4% 3% 9% [-1,0] Bin105 1% 3% 8% 3% (0,1] Bin106 -2% -2% 8% -1% (1,2] Bin107 -2% 1% 1% -2% (2,4] Bin108 -27% -25% -18% -11% (4,6] Bin109 13% -12% -7% -4% (6,8] Bin110 -28% 11% 12% -10% (8,10] Bin201 -10% -10% -4% -3% <-6 (20,40] Bin202 1% -1% -1% 0% [-6,-3] Bin203 -8% -8% -3% -4% [-3,-1) Bin204 -1% -5% 2% 2% [-1,0] Bin205 -9% -9% -8% -5% (0,1] Bin206 9% 6% 6% 1% (1,2] Bin207 -1% 0% -3% -2% (2,4] Bin208 12% 11% 8% 8% (4,6] Bin209 2% 8% 3% 2% (6,8] Bin210 -7% -11% -5% -4% (8,10] Bin301 -17% -15% -5% -13% <-6 ＞40 Bin302 -33% -27% -31% -22% [-6,-3] Bin303 9% -5% 8% 9% [-3,-1) Bin304 1% -4% 4% 3% [-1,0] Bin305 -2% -8% -4% -2% (0,1] Bin306 6% 4% -2% 7% (1,2] Bin307 -1% -15% 2% -2% (2,4] Bin308 8% 11% 4% 5% (4,6]
References [1] G.
Li: Transportation Research Part D: Transport and Environment, Vol.13 (2008), p 479-482
Fig. 1.
Difference values of two emission rates calculations in every bin Bins CO2 (g/s) CO (g/s) NOX (g/s) HC (g/s) Description of every bin VSP(kw/t) speed(km/h) Bin0 0%a 0% 0% 0% Idling Bin101 0% 7% 4% 1% <-6 （0,20] Bin102 0% 0% 0% 0% [-6,-3] Bin103 4% 8% 9% 3% [-3,-1) Bin104 4% 4% 3% 9% [-1,0] Bin105 1% 3% 8% 3% (0,1] Bin106 -2% -2% 8% -1% (1,2] Bin107 -2% 1% 1% -2% (2,4] Bin108 -27% -25% -18% -11% (4,6] Bin109 13% -12% -7% -4% (6,8] Bin110 -28% 11% 12% -10% (8,10] Bin201 -10% -10% -4% -3% <-6 (20,40] Bin202 1% -1% -1% 0% [-6,-3] Bin203 -8% -8% -3% -4% [-3,-1) Bin204 -1% -5% 2% 2% [-1,0] Bin205 -9% -9% -8% -5% (0,1] Bin206 9% 6% 6% 1% (1,2] Bin207 -1% 0% -3% -2% (2,4] Bin208 12% 11% 8% 8% (4,6] Bin209 2% 8% 3% 2% (6,8] Bin210 -7% -11% -5% -4% (8,10] Bin301 -17% -15% -5% -13% <-6 ＞40 Bin302 -33% -27% -31% -22% [-6,-3] Bin303 9% -5% 8% 9% [-3,-1) Bin304 1% -4% 4% 3% [-1,0] Bin305 -2% -8% -4% -2% (0,1] Bin306 6% 4% -2% 7% (1,2] Bin307 -1% -15% 2% -2% (2,4] Bin308 8% 11% 4% 5% (4,6]
References [1] G.
Li: Transportation Research Part D: Transport and Environment, Vol.13 (2008), p 479-482
Online since: February 2015
Authors: Sani Amril Samsudin, Ibrahim Mohammed Inuwa, Azman Hassan
Table 1.
Designation Impact strength [J/m] Tensile strength [MPa] Young’s modulus [GPa] Flexural strength [MPa] Flexural modulus [GPa] Elongation at break [%] PET 36.0 ±2 51.2 ±2 1.6 ±1 75.4 ±1 2.3 ±0.5 4.5 ±0.3 PET/PP 70/30 30.1 ±3 31.2 ±3 1.4 ±1 44.0 ±2 2.2 ±1 3.3 ±0.2 PET/PP/SEBS-g-MA70/30/5 68.9 ±1 36.7 ±0.5 1.7 ±0.5 43.5 ±1 1. 7 ±1 3.6 ±0.5 PET/PP/SEBS-g-MA70/30/10 94.4 ±2 28.9±1 1.4 ±1 26.2 ±2 1.0 ±1 4.0 ±1 PET/PP/SEBS-g-MA70/30/15 79.1 ±3 17.0 ±1 1.1 ±1 17.2 ±2 0.9 ±0.5 25 ±3 Conclusion PET/PP (70/30) blends were prepared using melt blending technique with 5 – 15 phr compatibilizer content.
References [1] C.W.L.
Bull.. 58 (2007) 479-488
Part 1.
Designation Impact strength [J/m] Tensile strength [MPa] Young’s modulus [GPa] Flexural strength [MPa] Flexural modulus [GPa] Elongation at break [%] PET 36.0 ±2 51.2 ±2 1.6 ±1 75.4 ±1 2.3 ±0.5 4.5 ±0.3 PET/PP 70/30 30.1 ±3 31.2 ±3 1.4 ±1 44.0 ±2 2.2 ±1 3.3 ±0.2 PET/PP/SEBS-g-MA70/30/5 68.9 ±1 36.7 ±0.5 1.7 ±0.5 43.5 ±1 1. 7 ±1 3.6 ±0.5 PET/PP/SEBS-g-MA70/30/10 94.4 ±2 28.9±1 1.4 ±1 26.2 ±2 1.0 ±1 4.0 ±1 PET/PP/SEBS-g-MA70/30/15 79.1 ±3 17.0 ±1 1.1 ±1 17.2 ±2 0.9 ±0.5 25 ±3 Conclusion PET/PP (70/30) blends were prepared using melt blending technique with 5 – 15 phr compatibilizer content.
References [1] C.W.L.
Bull.. 58 (2007) 479-488
Part 1.
Online since: August 2013
Authors: Rong Chen, Jun Jie Xu, Zhi Chun Jia
Figure 1.
(1) C.
Accuracies for top-1 to top-5 suspicious activities as the diagnostic results.
References [1] Y.
Petrone, et al., "Enhancing Web Service Composition by Means of Diagnosis," Business Process Management Workshops, vol. 17, pp. 468-479, 2008
(1) C.
Accuracies for top-1 to top-5 suspicious activities as the diagnostic results.
References [1] Y.
Petrone, et al., "Enhancing Web Service Composition by Means of Diagnosis," Business Process Management Workshops, vol. 17, pp. 468-479, 2008
Online since: May 2012
Authors: Xiao Yu Song, Huai You Li, Wen Juan Shi
The objective function. （1） Industrial Water Efficiency
Constraints. （1）The total amount of water constraint.
References [1] WANG Hao, WANG Jian-hua, QIN Da-yong.
Advances in Water Science，2010，21( 1) : 1-8 (in Chinese)
Advances in Water Science, 2010, 21(4) : 479-489 (in Chinese).
Constraints. （1）The total amount of water constraint.
References [1] WANG Hao, WANG Jian-hua, QIN Da-yong.
Advances in Water Science，2010，21( 1) : 1-8 (in Chinese)
Advances in Water Science, 2010, 21(4) : 479-489 (in Chinese).
Online since: October 2012
Authors: Jian Ren Zhang, Zhi Zhang, Ke Bo Zhang, Bin Liu
Table 1 Parameters for tested beams.
Beam Test results P/kN Theoretical results P/kN error 0-1# 360 370 2.78% 0-2# 370 363 1.89% Shear capacity calculation for corroded reinforcement concrete beam 1．Development for shear capacity calculation.
Conclusions 1.
References [1] Higgins C and Farrow W C：ACI Structural Journal, 2006, 103(1):133-141
[9] Jian-jiang Yang,Gu-yi Kang：Journal of Tianjin University, 1997，30(4)：473-479.
Beam Test results P/kN Theoretical results P/kN error 0-1# 360 370 2.78% 0-2# 370 363 1.89% Shear capacity calculation for corroded reinforcement concrete beam 1．Development for shear capacity calculation.
Conclusions 1.
References [1] Higgins C and Farrow W C：ACI Structural Journal, 2006, 103(1):133-141
[9] Jian-jiang Yang,Gu-yi Kang：Journal of Tianjin University, 1997，30(4)：473-479.
Online since: July 2020
Authors: Guang Li, Dong Sun
If add value such as water-resistant and anti-friction was provided PA6 fiber, it would become more competitive in market [1-4].
References [1] D.R.
Li, Development status of polyester, nylon and polypropylene industrial yarn markets at home and abroad (1) [J].
Technical Textiles, 2007 (08): 1-6 + 14
Silicone Materials, 2014, 28 (06): 479-483.
References [1] D.R.
Li, Development status of polyester, nylon and polypropylene industrial yarn markets at home and abroad (1) [J].
Technical Textiles, 2007 (08): 1-6 + 14
Silicone Materials, 2014, 28 (06): 479-483.
Online since: August 2017
Authors: Daniel Vlăsceanu, Dan Mihai Constantinescu, Ion Badoi
Matrices of FGM/FGCM materials can be developed by aluminium powders, high speed steel powders, and nickel and titanium alloys powders or by hybrid steels powders [1-4].
Matrix of Ancorsteel 2000/A2000 and Ancorsteel 4600/A4600V adopted in this work for development of FGM/FGCM materials is aimed to replace the conventional general purpose oil hardening tool steel such as 1.2358/60CrMoV18-5; (0,60% C; 4,5% Cr; 0,50% Mo; 0,20% V); 1.2363/X100CrMoV5 (1% C; 5,3% Cr; 1,10% Mo;0,25% V); 1.2842/90MnCrV8 (0,90% C; 2,00% Mn; 0,40% Cr; 0,105% V) or even alloyed steels: 1.2379/X153CrMoV12 (1,55% C; 12,00% Cr; 0,80% Mo; 0,90% V) and 1.2436/X210CrW12 (2,10% C; 12% Cr; 0,80% W) (www.doerrenberg.com).
The mechanical properties of hard powders used for reinforced ferrous/non- ferrous matrices are presented in Table 1 [6] Table 1.
Sample code Carbon as graphite [%] Compacting pressure [MPa] Relative density [g/cmm3] Hardness [HB] Sintered Repress Sintered Repress Quench Temper 350oC Temper 550oC A1 2000 0,50 600 7,1281 7,7309 206 440 508 479 429 A.22000 0,50 500 7.0503 7,6744 190 424 472 458 385 A.32000 1,00 600 7,2841 7,6921 278 480 583 539 540 A.42000 1,00 500 7,1437 7.6411 231 459 539 488 494 B14600 0,50 600 7,0953 7,7118 191 528 648 493 459 B24600 0,50 500 7,0074 7,6720 171 508 618 464 429 B34600 1,00 600 7,2300 7,7660 298 593 672 579 563 B44600 1,00 500 7,0507 7.6229 247 540 624 528 504 SiC particle SiC particles x100 x500 Fig.1.
References [1] S.
Matrix of Ancorsteel 2000/A2000 and Ancorsteel 4600/A4600V adopted in this work for development of FGM/FGCM materials is aimed to replace the conventional general purpose oil hardening tool steel such as 1.2358/60CrMoV18-5; (0,60% C; 4,5% Cr; 0,50% Mo; 0,20% V); 1.2363/X100CrMoV5 (1% C; 5,3% Cr; 1,10% Mo;0,25% V); 1.2842/90MnCrV8 (0,90% C; 2,00% Mn; 0,40% Cr; 0,105% V) or even alloyed steels: 1.2379/X153CrMoV12 (1,55% C; 12,00% Cr; 0,80% Mo; 0,90% V) and 1.2436/X210CrW12 (2,10% C; 12% Cr; 0,80% W) (www.doerrenberg.com).
The mechanical properties of hard powders used for reinforced ferrous/non- ferrous matrices are presented in Table 1 [6] Table 1.
Sample code Carbon as graphite [%] Compacting pressure [MPa] Relative density [g/cmm3] Hardness [HB] Sintered Repress Sintered Repress Quench Temper 350oC Temper 550oC A1 2000 0,50 600 7,1281 7,7309 206 440 508 479 429 A.22000 0,50 500 7.0503 7,6744 190 424 472 458 385 A.32000 1,00 600 7,2841 7,6921 278 480 583 539 540 A.42000 1,00 500 7,1437 7.6411 231 459 539 488 494 B14600 0,50 600 7,0953 7,7118 191 528 648 493 459 B24600 0,50 500 7,0074 7,6720 171 508 618 464 429 B34600 1,00 600 7,2300 7,7660 298 593 672 579 563 B44600 1,00 500 7,0507 7.6229 247 540 624 528 504 SiC particle SiC particles x100 x500 Fig.1.
References [1] S.