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The raw materials and mix proportions are shown in Tab. 1.
GGBS has a hysteresis effect on the hydration of cementitious materials.
Plastic Shrinkage Cracking in Concrete Materials Influence of Fly Ash and Fibers.
ACI Materials Journal.2001, 98 (6):485-464 [2] Liu, Yan.
Applied Mechanics and Materials.2013, v 357-360, p 1520-1523

The factor k is useful to accommodate the probability of a portion of materials displace and became wear debris at the contact area.
Ren, Nickel-free austenitic stainless steels for medical applications, Science and Technology of Advanced Materials 11 014105 (2010)
Oshida, Bioscience and Bioengineering of Titanium Materials, Elsevier, 2007
Series: Journal of Physics: Conf.
Song, Finite element analysis of the high strain rate testing of polymeric materials, Journal of Physics: Conference Series 382 012043 (2012) 1-6.

Advanced Materials Research, (2014), 925, pp. 268-272
Materials Science and Engineering, (2006), A 47, pp. 249-258
Key Engineering Materials, (2014), 594-595, pp. 686-690
Materials Science and Engineering, (2005), R 49, pp. 463-473
Colloquium on Materials, Minerals and Poymers, (2007), pp. 251-252

Study on Bending Fatigue Life of 42CrMo Steel with M+F Dual-Phase Structure Bolin He1,a, Yingxia Yu1,b and Eryu Shao2,c 1 School of Mechanical & Electrical Engineering, East China Jiaotong University, Nanchang 330013, China 2 Material Institute, Henan University of Science and Technology, Luoyang 471003,China a hebolin@163.com, byuyingxia@163.com, cshaoeryu@haust.edu.cn Keywords� Bending fatigue�Undissolved ferrite�Dual-phase structures�Fatigue property�Failure mechanism Abstract.
The potential use of martensite+ferrite dual-phases materials in bending fatigue applications will depend on the amount, size and shape of undissolved ferrite.
Jin: Wear, Vol. 200(1996), p. 74 [3] He Bolin, Shao Eryu: Hot Working Technology, Vol. 25(1996), p. 36(In Chinese) [4] Shao Eryu Chen Qing, Wang Shunxing: Chinese Journal of Metal Heat Treatment, Vol. 13(1992), p.17 (In Chinese) [5] Wang Shunxing, Chen Qing: Journal of Luoyang Institute of Technology, Vol. 13(1992), p.38 (In Chinese) [6] He Bolin, Shao Eryu, Fan Zhonghe: Physical Testing and Chemical Analysis, Part A, Vol. 29(1993), p.20 (In Chinese) [7] Liu Yanqing, Song Yujiu: Metal Heattreatment, Vol. 12(1987), p.9 (In Chinese)

The XRD spectra showed that the peak pattern was crystalline characteristic peak, without obvious characteristic peak of amorphous, indicating that the material was crystal.  
Journal of Hazardous Materials.
Journal of Sichuan University(Engineering Science Edition) .

An experiment on dispersion of a carbon nanofiber material is taken to validate the model and the simulations produce more accurate predictions for both mass concentrations and setting velocity than the standard random walk model.
Acknowledgements This work was financially supported by the National Natural Science Foundation of China (60908044).
International Journal of Multiphase Flow 2003, 29: 375–394 [2] L.I.
International Journal of Heat and Fluid Flow 2005, 26: 416–430 [3] R.P.
Experimental studies on dispersion of fine non-spherical particles in enclosed spaces, Applied Mechanics and Materials, Volume 310(2013) pp3~6

Optimization design of anti-sliding pile based on genetic algorithm Yin Xu1,a, Qing Xu1,b 1State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan, Hubei 430072, China axuyinwd@163.com, bxuqing8263@hotmail.com Keywords: anti-sliding pile, residual thrust method, optimization design, genetic algorithm.
Mechanical parameters of slope materials Material Number Cohesion(kPa) Internal friction angle (°) Unit weight(kN/m3) Saturated unit weight(kN/m3) 1 9.5 12.6 19.8 20.5 2 25.5 27.5 19.8 20.5 In order to search for the most dangerous sliding surface, global search method and local search method are combined in this paper.
Chinese Journal of Rock Mechanics and Engineering, Vol. 22(12)(2003), p. 1943-1952,in Chinese
Journal of Safety and Environment, Vol. 5(4)(2005), p. 73-77,in Chinese

With the rapid development of modern science & technology and social economy, product varieties have been continuously enriched and thus greatly improved the people’s material life.
Nixon, et al.: The Cochrane Collaboration Vol. 3 (2009), p. 1-29 [3] Leilei Duan, Chunmei Wu, Xiao Deng: Chinese Journal of Health Education Vol. 27 (2011), p. 95-98 ( In Chinese) [4] Haibin Zhou, Ji Peng: Chinese Journal of Health Education Vol. 28 (2012), p. 269-271 (In Chinese) [5] Yongqin Feng, Yan Yin, Lingyun Zeng, Xiaorui Zhang: Advanced Materials Research Vol. 889-890 (2013) , p. 1493-1496 ( In Chinese)

Frame - Shear Design of shear wall structure Yongwei Wang1,a Hongxia Li 2,b YangCheng3,c 123Huanghe Science and Technology College Institute of Technology, Henan Province, china a65839177@qq.com , b737801521@qq.com, c631697879@qq.com Keywords: frame shear wall, decorate, earthquake Abstract: Articles with engineering examples discussed in the frame - shear wall structure of how to lay out the structure can effectively enhance the seismic performance of validated reasonable set of structural shear wall seismic played a key role, and for the frame - shear wall structure summed up the points to improve the seismic performance measures and design methods.
When shear is not all through its upper and lower stiffness weakening of not more than 30% , strengthening the structural measures should require conversion layer slab stiffness mutation floor plate . 1.2 determine the reasonable amount of shear Reasonable amount of shear displacement by licensing decision by the general rise building decoration materials specification framework - with high shear displacement ratio vertex structure u / H should not be greater than the higher of 1/ 700 improvements required u / H should not exceed 1 /850 , under the premise of change to meet this requirement shear number Structural vibration period can also check the number of shear wall layout , structural vibration period of the reasonable range of roughly T1 = (0.09 ~ 0.12) NS Where NS - Number of floors However, this method is not applicable in a certain range , because from the seismic analysis of shear wall structure stiffness itself is small, a small earthquake , displacement limit easier
Shear too, although there is a strong seismic capacity, but because of the stiffness is too large, the cycle is too short, the earthquake to increase, not only the upper structure of the material increases, but the basic design is difficult At present, China is no mature experience in this area, the design according to the specific circumstances of the project, building height, area and fortification intensity values refer to the above method.
Acknowledgements The third author is a junior in the Yellow River Institute of Technology References [1] J.X Zhou, Journal of Building Structures, 2005 No.3，P.38-42 [2] P S.Shen, Y Liu, Journal of Architecture and Civil Engineering 2005.No.1,P.58-62 [3]Y F Liu X W Wang C R Jiang Industrial buildings,2003 No.3,P.68-72

The existing model for predicting the plastic flow velocity of the deformed workpiece was built on the base of correcting the empirical-theoretical anylatical model, which was used in strip or plate rolling and conventional materials and rolling condition[1,2].
The material is structural alloyed steel(GCr15).
Shinokura and K.Takai, A new method for calculating spread in rod rolling[J], Journal of Applied Metalworking,2 (1982), p.94
Journal of University of Science and Technology Beijing,2008,15(3):344-351.