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Slabs reinforced with either GFRP bar or steel bars are compared, seen in Table 1.
Ultimate bearing capacities of restrained slabs from test are more than 1 time of those estimated according to codes.
References [1]GB 50010-02, Code for design of concrete structure.
Chinese Concrete Institute: 2005 [2]ACI Committee 440.1 (ACI440.1-06) .
Journal of Composites for construction 2005.12: pp. 407 - 479

Table 1.
The flexural strengths of Y-TZP after different surface treatments can be seen in Table 1.
The shear strength of Y-TZP without any treatments is lower (16.39±1.16MPa).
References [1] M.N.
Vol.89 (2003), p:479

Figure 1.
Table 1.
Vol. 6, No. 1
ISBN : 979-498-467-1
Vol. 6, No. 1.

As shown in Scheme 1.
Scheme 1 Synthesis of dinitro I’ and diamine I Polymer synthesis.
The ratio was shown in Table 1.
As shown in Fig.2, the band of 1221 cm-1 was characteristic peak of ether bond, 1157 cm-1 was C-F, 1490 cm-1 was characteristic peak of C-N.
References [1] S.

Two ways of increasing area of hydraulic system are shown in figure 1： Fig. 1 Methods of increasing area of hydraulic system The relationships among the movement of piston △L, coefficient of thermal expansion a and the change of temperature △T are calculated as follows (the hydraulic system uses the most common one shown in figure 2 )： S2×△L=V××△T=（S1×L1 +S2×L2）××△T (1) Fig. 2 Hydraulic system S1,S2 are the cross-sectional areas of the hydraulic cylinder, and L1，L2 are the length of hydraulic cylinder as shown in figure 2.
From Eq. (1) we have △L= ×△T =△T （2） From Eq. (2) we see when L1，L2 are constant, the movement of piston △L is only related to the ratio of S1,S2.
If we want to move the piston fast we can design S1/S2>1, and then if we want to move the piston slowly we can choose S1/S2<1 or S1=S2.
Reference [1] Povey v.
[J] IR and Laser Engineering. 476-479. 2006 [3] Thomas H.Jamieson.

Raman spectra of the aqueous MEA obtained are presented in Fig 1(a) for the range from 300 cm-1 to 1800 cm-1 and Fig 1(b) from 2700 cm-1 to 3100 cm-1.
Intensity of bands at 417 cm-1, 578 cm-1, 627 cm-1, 750 cm-1 and 1162 cm-1 are found to be not sensitive to MEA concentration, hence these bands are isolated from analysis.
(b) (a) Fig. 1 Raman spectra of water (red) and 99% MEA solution with NaClO4 internal standard (blue) in the range from (a) 300 cm-1 to 1800 cm-1 (b) 2700 cm-1 to 3100 cm-1 Fig. 2 Raman spectrum of aqueous MEA solutions after baseline correction.
(1) where AR is A1460/A933 Table 1: List of potential peaks and evaluation for quantitative measurement Peak center [cm-1] Description Suitable for quantitative measurement 417 Very weak No 481 Weak and overlap with peak at 479 is indistinctive at low concentration No 845 Sufficiently strong with progressive band growth Yes 873 Sufficiently strong with progressive band growth Yes 1030 Very weak at low concentration No 1070 Intensity change with MEA concentration variation is insignificant No 1103 Intensity change with MEA concentration variation is insignificant No 1259 Weak and overlapping peaks of 1259 cm-1, 1303 cm-1 and 1352 cm-1 are not distinctive at low concentration No 1303 Weak and overlapping peaks of 1259 cm-1, 1303 cm-1 and 1352 cm-1 are not distinctive at low concentration No 1352 Weak and overlapping peaks of 1259 cm-1, 1303 cm-1 and 1352 cm-1 are not distinctive at low concentration No 1460 Strong with progressive band growth Yes 1596 Weak and broad No 2866 Strong
References [1] M.

Pressure relief valve 1 7.
Change valve 1 9.
Counterbalance valve 1 15.
Table 1.
References [1] F.

The boride distributions in the produced AlB2-type Al-B alloy melts are shown in Fig. 1.
AlB12 Fig.1 Boride distributions in the AlB2-type Al-B alloy melts produced by (a) the “immersion” method and (b) the “vortex” method.
The measured average diameters of AlB12 particles in the prepared AlB12-type Al-B alloys are listed in Table 1.
References [1] Y.H.
Mater. 15(2000) 473-479

Let us consider them separately. 1.
Plane of twinning for both twins is (1 1 1), direction of trace, [62 4], and the zone axis of the respective electron diffraction pattern, [51 8]. 4.
Conclusions 1.
References [1] C.
Switzerland v. 479, (2005), pp.41454148)

Basic motions of the weaving process Figure 1.
The fabric forming zone (see Figure 1 (a)) can be described by these three main steps : ñ Step 1 : Selection of each heddles involving the motion of warp yarns into two positions (up or down) (see Figure 1(b)).
Composites B 2002;33(1):45-56
Wu, Three-dimensional exact modeling of geometric and mechanical properties of woven composites, Acta Mechanica Solida Sinica 22 (2009) 479 – 486
Textile Research Journal 81(1) 28–41, 2011