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Fig. 1 Increase of Deflection Due to Crack in Dapped-end.
This can result in developing of a crack if sufficient stiffening is not provided (Fig. 1).
Table 1.
Component Amount [kg] Aggregate 0/4 836 Aggregate 4/8 897 Water 185 Cement CEM I 42.5 R 479 Plasticizer 3.48 W/C ratio 0.39 Experimental Setup An experimental loading test were performed at the 33rd day after the casting on all the specimens.
The reinforced concrete samples (RC 1-3) provided significantly higher load-bearing capacity compared to the plain concrete samples.

The AFM image of ITO nanocolumns prepared at different substrate temperatures are shown in Fig.1.
The roughness average and peak-to-valley are listed in Table 1.
(b) (a) (d) (c) Fig. 1, AFM 3 x 3 µm 3D image of ITO nanocolumns sample deposited at a substrate temperature of (a) room temperature, (b) 100°C, (C) 200°C and (d) 300°C Table 1, Numerical analysis of AFM 3D image.
References [1] I.
Adesida, Properties of R.F. magnetron sputtered cadmium-tin-oxide and indium-tin-oxide thin films, Thin Solid Films 479 (2005) 223-231

The green bodies were sintered in air under 2 different regimes: one-step sintering at 800 °C and two-step sintering at 800-700 °C (Fig. 1).
Fig. 1.
The absorption bands around 1100 cm-1 can be attributed to the deformation vibrations of Ti-OH bonds.
References [1] T.
Acta 280/281 (1996) 479–490

Salinas-Delgado2e 1 Cinvestav-Unidad Saltillo, Carr.
Results and discussion Fig. 1 shows the surface of the gentamicin-containg ceramics before and after 21 days of immersion in SBF.
Fig. 1.
References [1] M.
Mater Med 10, 475-479

Yang has simulated the delay of buses in the curbside bus lane with the passing through traffic flow by using VISSIM software [1].
The status of this intersection is shown in Fig.1.
The status quo of Huayuan intersection is shown in Table 1 including traffic flow data, ratio of turning and lanes.
Scheme Ra to Rb Ra to Rc Bus terminal to Rb Rb to Bus terminal Rc to Rb Car Bus Car Bus Bus Bus Car Bus The status quo 278 307 448 525 350 137 107 126 Scheme one 267 318 396 361 46 97 49 59 Scheme two 48 71 123 169 48 75 45 58 Scheme three 61 93 479 425 47 84 48 65 Table 6 Delay time from all schemes (sec.)
References [1] X.G.

Fig. 1 shows a picture of the model.
Table 1: Specifications of the scale model ship Item Description Length 0.78m Width 0.19m Mass 9.2 Kg Propelling source DC motor Endurance 1.2 hours Maximum speed 0.7 m/s Fig. 1.
(1) In this problem we have two inputs, δz (k) and ψ(k-5), and one output ψ(k)
References [1] Wang Meng, Li Hong Sheng, Miao Qing ans Bian Guang Rong.
Archives of Control Sciences, Vol. 24, No. 4, p.p.: 479–497. 2014

All the results are showed in Table. 1.
Table 1.
The volumetric properties of the homologous series [Cnpy][ReO4] (n= 2, 3, 4, 5, 6) at 298.15 K Ionic lquid Tdec (0C) Vm / nm3 S0/J·K-1·mol-1 UPOT/ kJ·mol-1 [C2Py][ReO4]a 360.9 0.2946 397 461 [C3Py][ReO4] b 391.6 0.3153 422 449 [C4Py][ReO4] c 393.0 0.3372 450 441 [C5Py][ReO4] d 369.5 0.3605 479 443 [C6Py][ReO4] e 324.4 0.3851 510 426 a: ref. 9, b: ref 10, c: ref. 11, d: ref. 12, e: ref.13 Volumetric properties of ionic liquids with rhenium functionality The densities of the ionic liquid [CnPy][ReO4] were measured in the same temperature range.
All the results were shown in table 1.
References [1] M.D.

Impact of Slag Powder Concent on Splitting Tensile Properties of Concrete Zhangxiao Na1, a, Liuqin2,b 1,,2Huang He Science and Technology University, Zhengzhou, Henan, 450063, China a45165920@qq.com, b32090881@qq.com, Keywords: Slag Powder; Experimental Study; Age; Water-cement Ratio; Splitting Tensile Strength.
Test Overview Test Program Test uses ordinary portland cement, physical and mechanical properties of 42.5 is showed in Table 1 below,including 5 ~ 10 mm diameter gravel (30%), 10 ~ 20 mm diameter gravel (40%), 20 ~ 30 mm diameter gravel accounted for 30%.
With the speed of 0.04~0.06Mpa/s continuous and uniform loading, until the specimen splitting failure, record breaking load.The test loading is shown in figure 1.
Fig. 1 The force digram of splitting tensile specimen Specimen Failure Modes The splitting failure of the concrete test is pure cleavage cracking along the axis , split on the surface of the stone directly was pulled off, rather than around the stone damage.
Society of Materials Science,2000,49(10):1097~1120 [6] Zelic.J.Properties of concrete pavements prepared with ferrochromium slag as concrete aggregate[J].Cement and Concrete Research.2005.35(12):2340~2349 [7] Erhan Gueneyisi,Mehmet Gesoglu.A study on durability properties of high-performance Concretes incorporating high replacement levels of slag[J].Construction and Building Materials, 2008,41(3):479~493 [8] J.I.Escalante—Garcia,L.J.Esoinoza—Perez,A Gorokhovsky,etc.Coarse blast furnace Slag as a cementitious material,comparative study as a partial replacement of Portland cement and as an alkali activated cement[J].Construction and Building Materials,2009,23(7):251l~2517

The task of troubleshooting is to interpret initial failure symptoms and derive a sequence of test to effectively and accurately allocate the real root causes of failures [1].
Figure.1.
To construct the Bayesian diagnostic network, three key issues are needed to resolve: (1) Duplicate nodes processing.
References [1] Yingping Huang, Ross McMurran ,Gunwant Dhadyalla &R.
Savakis, "Bayesian network structure learning and inference in indoor vs. outdoor image classification," Proceedings of the17th International Conference on Pattern Recognition, vol. 2, pp. 479,2004.

Changes in the formation of this gap fell legitimate work [1].
Figure 1 is a schematic diagram of frustration legitimate work .
Figure 1 transit knife block rotate in the direction indicated by the arrows .
Figure 1.
References [1] Wu Xiulan, Li Guijun.