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Online since: May 2016
Authors: Besim Ben-Nissan, Nazmi Ekren, Hasan Gokce, Faik Nuzhet Oktar, Oguzhan Gunduz, S. Salman, Joshua Chou, Yesim Muge Sahin, Sibel Celik, Bilge Ayata
Calcination of natural materials (which posses calcium phosphates) at high temperatures (850°C) [3-4] is another interesting method.
Materials and Methods The shells of Zebra Nerite Snail were used (Fig. 1).
Processed HA materials were sintered at 865 and 885 0C in air around 4 hours.
This process can be simple and economical in producing biomedical scaffold materials.
Palti, ß-Tricalcium Phosphate as Bone Substitute Material: Properties and Clinical Applications, The International Journal of Dental Implants & Biomaterials, 2-11, Titanium, 2009 1(2): 0-0.
Materials and Methods The shells of Zebra Nerite Snail were used (Fig. 1).
Processed HA materials were sintered at 865 and 885 0C in air around 4 hours.
This process can be simple and economical in producing biomedical scaffold materials.
Palti, ß-Tricalcium Phosphate as Bone Substitute Material: Properties and Clinical Applications, The International Journal of Dental Implants & Biomaterials, 2-11, Titanium, 2009 1(2): 0-0.
Online since: December 2006
Authors: Noh Yu Kim, Sang Soon Lee
The former one uses time-of-flight (TOF) of plane wave propagating in bolt,
while the latter uses surface acoustic wave (SAW) traveling on the material surface.
The mode-converted ultrasound has abundant information about the bulky material property, even though it is not well known yet in quantitative way.
In the table, experimental results are listed together with bulk elastic constants from material database for comparison.
Hing : Journal of Materials Science, Vol. 32(1997), pp. 6633-6638
Performance Materials, Vol. 5(1998), pp.97-115
The mode-converted ultrasound has abundant information about the bulky material property, even though it is not well known yet in quantitative way.
In the table, experimental results are listed together with bulk elastic constants from material database for comparison.
Hing : Journal of Materials Science, Vol. 32(1997), pp. 6633-6638
Performance Materials, Vol. 5(1998), pp.97-115
Online since: June 2011
Authors: Sheng Long Dai, Chang Sheng Liu, You Hua Xie, Zhi Shan Yuan, Zheng Lu, Xiu Liang Wu
Sharma: Materials Science and Engineering A Vol. 420(2006) ,p.228
[2] Z.
Liu: Rare Metal Materials and Engineering Vol.37(2008) ,p.1898 [3] Z.
Liu: Transactions of Materials and Heat treatment Vol.29(2008): 44 [4] K.S.
Chatterjee: Metallurgical and Materials Transactions A Vol.34 (2005),p. 3477 [5] S.
Stake J: Metallurgical and Materials Transactions A Vol.31(2000),p.1965 [11] W.
Liu: Rare Metal Materials and Engineering Vol.37(2008) ,p.1898 [3] Z.
Liu: Transactions of Materials and Heat treatment Vol.29(2008): 44 [4] K.S.
Chatterjee: Metallurgical and Materials Transactions A Vol.34 (2005),p. 3477 [5] S.
Stake J: Metallurgical and Materials Transactions A Vol.31(2000),p.1965 [11] W.
Online since: February 2012
Authors: Farzan Barati, Faramarz Fereshteh Saniee
Thus, the investigation on lightweight materials aimed at the knowledge acquisition becomes of dramatic importance.
Gupta: Material science and engineering A Vol. 425 (2006), p. 22-27
Gabrielli : Key Engineering Materials Vol. 344 (2007), p. 55-62
Fatehi-Sichani: Journal of Materials Processing Technology Vol. 177 (2006), p. 478–482 [11] C.M.
Chen: Materials letters Vol. 62 (2008), p. 1129-1131
Gupta: Material science and engineering A Vol. 425 (2006), p. 22-27
Gabrielli : Key Engineering Materials Vol. 344 (2007), p. 55-62
Fatehi-Sichani: Journal of Materials Processing Technology Vol. 177 (2006), p. 478–482 [11] C.M.
Chen: Materials letters Vol. 62 (2008), p. 1129-1131
Online since: March 2012
Authors: Wen Ji Yu, Rong Xian Zhu, Fu Xiang Chu, Yan Ming Han, Shu Jun Liu
Materials and Methods
Materials.
Forest Products Journal, 2010, 60(7): 668-678.
Construction and Building Materials, 2012,27: 60-65
Development of Fire-Retarded Materials—Interpretation of Cone Calorimeter Data [J].
Fire and Materials, 2007, 31: 327–354.
Forest Products Journal, 2010, 60(7): 668-678.
Construction and Building Materials, 2012,27: 60-65
Development of Fire-Retarded Materials—Interpretation of Cone Calorimeter Data [J].
Fire and Materials, 2007, 31: 327–354.
Online since: August 2016
Authors: Antonio Jorge Abdalla, Sandro Lombardo, José Wilson de Jesus Silva, Renan Nascimento Ferreira, Lucas Augusto de Souza Santos, Vladimir Henrique Bagio Scheid
Su: Materials Letters Vol. 56 (2002), p. 763
Naz: Journal Of Materials Engineering and Performance Vol. 19 (2) (2010), p. 264
Sitarama: Materials Science and Technology Vol. 26 (12) (2010), p. 1459
Kong: Materials & Design Vol. 28 (4) (2007), p. 1231
Kaluc: Materials Characterization Vol. 59 (2008), p. 351
Naz: Journal Of Materials Engineering and Performance Vol. 19 (2) (2010), p. 264
Sitarama: Materials Science and Technology Vol. 26 (12) (2010), p. 1459
Kong: Materials & Design Vol. 28 (4) (2007), p. 1231
Kaluc: Materials Characterization Vol. 59 (2008), p. 351
Online since: October 2012
Authors: Yun Xin Fu, Ling Lin
Acknowledgement
This work was supported by Humanistic and Social Science Foundation Funded Project from Ministry of Education of the People’s Republic of China (10YJA630032)
References
[1] X.
Journal of Tourism.Vol. 25 (1)(2010), p.13-17
Science Institute Forum.Vol. 5(2010), p. 113-114
Journal of Guilin Institute of Tourism.
Journal of Management.Vol. 2(4) (2005), p. 495-504
Journal of Tourism.Vol. 25 (1)(2010), p.13-17
Science Institute Forum.Vol. 5(2010), p. 113-114
Journal of Guilin Institute of Tourism.
Journal of Management.Vol. 2(4) (2005), p. 495-504
Online since: September 2011
Authors: Zu Song Wu, Guang Qi Chen, Kouki Zen, Kiyonobu Kasama, Dao Liang Wang
Table3 The velocity and the effect range for different section shape
Analysis case
Deep(D)or shallow (S) tunnel
Ratio (height/ span)
The maximum velocity (unit: m/s)
The effect range along longitude axis
(unit: m)
Vault
Wall
Foot
Case 1
D
0.54
0.16
1.51
0.82
18
Case 2
D
0.74
0.23
0.98
0.56
14
Case 3
D
1.00
0.90
1.82
0.80
18
Case 4
D
1.30
0.36
2.47
0.97
18
Case 5
S
0.54
0.16
1.55
0.80
18
Because the vibration velocity in the material determines the stress value, it can be seen from Table3 that the larger the ratio of the height to span of the tunnel, the more sensitive the response of the vicinal tunnel lining to the blasting load; the curvilinear wall is favorable to resist the dynamic wave caused by blasting load; the deep tunnel and the small span tunnel will be more stability than the shallow tunnel and the large span tunnel.
[14] Li, F., Chen, W., Li, S., Li, T.: Chinese Journal of Rock Mechanics and Engineering, Volume 23, Issue SUPPL. 2, July 2004, pp. 4744-4748
-L., Tong, P.: Journal of PLA University of Science and Technology (Natural Science Edition), Volume 8, Issue 6, December 2007, pp. 702-708
[17] Gong, J., Xia, C., Zheng, Z., Tang, Y.: Chinese Journal of Rock Mechanics and Engineering Volume 26, Issue 9, September 2007, pp. 1882-1887
[14] Li, F., Chen, W., Li, S., Li, T.: Chinese Journal of Rock Mechanics and Engineering, Volume 23, Issue SUPPL. 2, July 2004, pp. 4744-4748
-L., Tong, P.: Journal of PLA University of Science and Technology (Natural Science Edition), Volume 8, Issue 6, December 2007, pp. 702-708
[17] Gong, J., Xia, C., Zheng, Z., Tang, Y.: Chinese Journal of Rock Mechanics and Engineering Volume 26, Issue 9, September 2007, pp. 1882-1887
Online since: October 2012
Authors: Jian Yin, Xian Yan Zhou, Jiang Yin
In this study, the cover and core concrete material were defined separately using the model concrete01 based on modified Kent-park stress-strain relationships [3] as shown in Fig 2,where fcc and fc0 are compressive strength of confined and unconfined concrete, and ecc and e0 are corresponding strain for confined and unconfined concrete, respectively.
Acknowledgements The authors appreciate the support of Science and Technology Planning Project (K1109018-11) of Changsha City and Science and Technology Planning Project (S2012F1023) of Hunan Province, China.
Journal of Structural Divition, Vol. 108, No. 4 (1982), p. 929-950 [4] J.
Journal of structural engineering, Vol. 114, No. 8 (1988), p. 1104-1127 [5] J.
Journal of Bridge Engineering, Vol. 13, No. 3 (2003), p. 283-290
Acknowledgements The authors appreciate the support of Science and Technology Planning Project (K1109018-11) of Changsha City and Science and Technology Planning Project (S2012F1023) of Hunan Province, China.
Journal of Structural Divition, Vol. 108, No. 4 (1982), p. 929-950 [4] J.
Journal of structural engineering, Vol. 114, No. 8 (1988), p. 1104-1127 [5] J.
Journal of Bridge Engineering, Vol. 13, No. 3 (2003), p. 283-290
Online since: July 2013
Authors: Zhi Feng Li, Chu Zhou Cai
Participants involving athletes, spectators and media have paid large attention to the problem for small work suits accompanied with the rising level of the clothes rejection number and increase of material consumption.
Computer and Information Science.
Vol. 37, Iss. 3; p. 48-54 [3]Lee M KO,Turban E,A Trust Model for Consumer Internet Shopping.International Journal of Electronic Commerce.2001(6),p.33-35 [4]Characteristics of Effective Simulated Clinical Experience Instructors: Interviews with Undergraduate Nursing Students Bridget Parsh.
Journal of Nursing Education.
Vafeiadis, Thanasis,International Journal of Business & Social Science, 2011, Vol. 2 Issue 8, p.226-233 [8]A Retrieve Space Principal Component Analysis Based on the Image Retrieve Principle.Zhi-bo Guo; Yun-yang Yan; Pattern Recognition, 2009.
Computer and Information Science.
Vol. 37, Iss. 3; p. 48-54 [3]Lee M KO,Turban E,A Trust Model for Consumer Internet Shopping.International Journal of Electronic Commerce.2001(6),p.33-35 [4]Characteristics of Effective Simulated Clinical Experience Instructors: Interviews with Undergraduate Nursing Students Bridget Parsh.
Journal of Nursing Education.
Vafeiadis, Thanasis,International Journal of Business & Social Science, 2011, Vol. 2 Issue 8, p.226-233 [8]A Retrieve Space Principal Component Analysis Based on the Image Retrieve Principle.Zhi-bo Guo; Yun-yang Yan; Pattern Recognition, 2009.