Search results

., Metals Science and Heat Treatment, 43(2001), p. 363
L., Journal of Materials Processing Technology. 84(1998), p. 90

On early mechanical properties of artificial sand concrete Yuezhong LIN Shandong Provincial Key Laboratory of Civil Engineering Disaster Prevention and Mitigation (Shandong University of Science and Technology) Qingdao China 266590 Jcssust0@163.com Keywords： Artificial sand Concrete Mechanical properties Abstract： This paper studies the early mechanical properties of artificial sand concrete, we found by comparison with natural sand concrete that the slump of artificial sand concrete were increased by 85%, and the strength 0f 16h and 1d and3d were increased by 23.4% and 20% and 11%.
Original materials Cement Landscape 42.5 Portland cement ，the main physical properties as shown in table 2.1 Table 2.1 Physical and mechanical properties of cement cement grade fineness water setting time compressive strength flexural strength Initial set Final set 3d 28d 3d 28d 42.5 5 27 150min 250min 72.66 131.25 4.78 6.95 Artificial sand As addition to the mechanisms of soil treatment with artificial sand-sand, mixed sand collectively.
Journal of Kunming University, 2001，02:36～38

Study of phenyl phenol formaldehyde resin and its curing performance of aniline LIU Shu Heng 1, a 1 Department of Chemistry and Environmental Science, Cangzhou Normal University, Cangzhou,061000, Hebei, China aliushuheng65@sina.com Keywords: modified,phenol formaldehyde resin,welding.
Add in 50 grams of decompression distillation treated mixed phenyl phenolformaldehyde reactor, 15ml calcium acetate 0.57 grams, 36%, from 107~109 ˚C refluxing for2 hours, protected with nitrogen in the reaction process, mixed aniline is dissolved in 6.5m lisopropanol 17.5 grams to 2 hours, after 46 ˚C / 195mmHg vacuum distillation, the removal oflow molecular materials, filter out sediment was modified with calcium acetate, mixed phenylphenol formaldehyde resin.
[5] G.F.Baxtex and R.E.Kreibich ,Forest Products Journal,23(1973),1,17

KisBot Ⅲ: New Spherical Robot with Wind-Driven Driving Mechanism Hyun Duk Seo1, a, Sung Su Ahn 2,b, Joong Cheol Yoon 1,c, and Yun Jung Lee1,d 1College of IT Engineering, Kyungpook National University, Daegu, Korea 2Mechatronics Center, Daegu Mechatronics & Materials Institute, Daegu, Korea ahyun6160@daum.net, bzecks@dmi.re.kr, cbrandyjc@naver.com, dyjlee@ee.knu.ac.kr Keywords: Spherical Robot, Deformable Robot, Wind-Driven Robot, Rolling, Ducted fan.
Acknowledgments This work was supported by the Priority Research Centers Programs through the National Research Foundation of Korea(NRF) funded by the Korean Ministry of Education, Science and Technology(2011-0002988) References [1] R.
Vincent, Journal of Bionic Engineering(2006), Vol. 3, pp. 195-208

Vol. 4 (2005), p. 38-41 [3] Ning Fang, Kui Liu, DEnwen Zuo: Journal of Materials Science Letters.

Newmark-β to solve, To obtain the vertical wheel displacement, velocity and acceleration values​​. 6) By the interaction force between the axle system equations vehicle force acting on the bridge node, resulting in structural dynamics equations loading bridge to measure. 7) To (16)formula into the formula(8), using the Newmark-β to solve again to give the corresponding node bridge displacement, velocity and acceleration values​​. 8) Repeat 4-7 for iteratively, until it meets the convergence condition is reached, the condition after the next time step into the calculation of the vehicle when the end of the bridge. 4 Numerical Solution In order to verify the correctness of the algorithm and procedures, to take literature[4] Charpy and vehicle specific parameter as follows: Table.1 Bridge models and vehicle model parameters bridge parameters Vehicle model parameters Vehicle model uses two degrees of freedom model, shown in Figure 1. the use of finite element software Ansys, materials
Beijing, Science Press,2002:101-121
Dynamic response of highway bridges to heavy vehiclesLoads,Theory and Experimental Validation．Journal of Sound and Vibration,1994,170(1):51-78.

[3] T.C.Lin, H.P.Lee, H.C.Chang, T.K.Truong: Information Sciences. 197(2012)215-222
[5] X.Dong, J.Gao and L.Yang: Journal of Liaoning Normal University.25(2002)1-2
[9] X.Dong: Applied Mechanics and Materials. 385-386 (2013)1797-1800

Materials and Methods Two steels with different Ti content (steel 1#, steel2#) are investigated, and their chemical compositions are reported in Table 1.
Wang: Journal of Northeast University (Natural Science, In Chinese), Vol. 28 (2010) No.10, p. 1369

D band at 1350 cm−1 (related to defects in the structure of carbon materials), G band between 1500 and 1600 cm−1 (associated to the presence of more organized graphitic structures) [18].
We also would like to pay our gratitude to National Science Council of R.O.C. for the grant support.
Lee , C.S.Yang, H.J.Huang, S.Y.Hu, J.W.Lee, C.F.Cheng, C.C.Huang, M.K.Tsai, H.C.Kuang, Journal of Luminescence 2010;130: 1756–1759 [14] Vijayanandhini, K. and Kutty, T.R.N.

Acknowledgements This research was financially supported by Natural Science Foundation of Fujian Province (Award No. 2013J01129) and Program of the Education Department of Fujian Province (Award JA11030).
Zhang: CHINESE JOURNAL OF STEREOLOGY AND IMAGE ANALYSIS.
Zhang: Transactions of Materials and Heat Treatment.