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Physical properties of all powders are shown Table 1.
Fig.1 shows the value of friction coefficient as a func- tion of wear time for four types of samples.
When sliding, after a certain time, the friction coefficient increases sharply from o.1 to maximum.
References [1] I.W.
Vol.475-479 (2004), p.2987

Ang and Clements [1] applied the boundary integral method to examine the effect of holes on the crack tip stress intensity factors in anisotropic materials.
Crack Void (a) (b) Fig. 1.
The relaxation modulus in Eq. 1 for this material is (10) When modeling, the dimensions in Fig. 2 are chosen as: the plate width , the crack length and the void radius .
References [1] W.T.
A/Solids 18 (1999) 465-479

The discussion is found in figure 69 on pages 108 of QED [1].
The physical picture of research Feynman’s so-called “polarization-free photon” is technically called “Klein-Gordon particles” of the zero mass propagators [1].
References [1].
Particles, sources and fields vol. 1 (1970a).
Foundations of Physics, 19(5), 479-504.

The molar ratio of Ca to P was 1.67: 1.
Moreover, infrared transmittance spectra confirmed that the HAp powder calcined at 1100 °C corresponded to the phosphate group in PO43- with significant characteristic peaks at 1026.5 and 563.9 cm-1 and the structural OH− vibrational modes are observed in HAp samples at 3640.8 cm−1 as shown in Figs. 3, which are match well with the reported work [12]. 3640.8 3640.8 1026.2 564.9 3641.2 563.9 1026.8 563.9 1026.5 %Transmittance %Transmittance %Transmittance Wavenumbers (cm-1) Wavenumbers (cm-1) Wavenumbers (cm-1) Fig. 3 FTIR spectra of HAp powders calcined at 1100 °C produced from (a) hen eggshells, (b) duck eggshells and (c) quail eggshells.
References [1] M.
Tech. 0 (3) (2012) 479-485
Solids 70 (1) (2009) 243-248

When tested at 290°C, the weld exhibited characteristics of dynamic strain ageing (DSA), which was more significant when strain rate was decreased from 1x10-6 (1/s) to 3.1 x10-7 (1/s).
The chemical compositions of the three metals are shown in Table 1.
/potential (mV(SHE)) Rm/Rp0.2 (MPa) A (%) tf (h) Z (%) Main failure Mode Failure Position Cross head speed (strain rate): 1.2x10-3 mm/min.（1.0x10-6s-1） N2 500/350 24.0 71.5 62.1 Mechanical Bulk 52M -720 510/355 21.0 70.3 49.2 Mechanical Bulk 52M -200 480/340 23.0 70.8 60.3 Mechanical Bulk 52M -100 490/340 28.8 80.0 50.3 Mechanical Bulk 52M +100 500/355 20.8 61.8 53.9 Mechanical Bulk 52M +200 480/350 20.0 60.0 58.8 Mechanical Bulk 52M +300 400/360 4.7 18.8 21.0 SCC Interface +400 400/355 7.2 23.2 16.0 SCC Interface Lower Cross head speed (strain rate): 3.7x10-4 mm/min.（3.1x10-7s-1） -720 505/350 23.9 231.5 63.8 Mechanical Bulk 52M 0 485/345 26.2 247.5 61.6 Mechanical Bulk 52M +200 525/360 25.2 240.0 56.1 Mechanical Bulk 52M +300 500/350 17.4 175.3 16.4 SCC Interface Fig.4 The morphology of the A508-52M specimens after test at 290°C Conclusions 1.
During SSRT at 290°C, the SA508-52M weld exhibited DSA, which was more significant when strain rate was decreased from 1x10-6 (1/s) to 3.1 x10-7 (1/s). 2.
USA: American Nuclear Society, 2009: 239-250 [9] Kewei FANG, Guanjun LI, Guangfu LI, Wu YANG, Maolong ZHANG,  Zhiyuan SUN, Microstructure and Properties of Dissimilar Metal Weld A50852M316L Used for Nuclear Power Plants, Key Engineering Materials, 2011,vol. 479, pp.40-47

Results and Discussion Fig.1 – (A) TEM image of MNP-1(A1), MNP-2(A2) and MNP-3(A3).
Fig.1 – (A) TG curves.
The peaks at 595 cm-1 and 1630 cm-1 were attributed to Fe-O group and C=C group, respectively.
References [1] C.
Chem. 2010, 89, 479-487

Figure 1 is the projectile geometry graphics.
Table 1 is the scheme of numerical calculation.
Make the 1/2 high of column as impact point of projectile.
References [1] Xiaowei Chen, Quanshi Yang and Liling He.
International Journal of Impact Engineering[C].2003:479-497 [3] X.W.

Scheme 1.
As shown in Figure 1a, diarylethene 1a exhibited a sharp absorption peak in hexane at 302nm (ε, 4.2 × 104 mol-1 L cm-1) due to π→π* transition, while upon irradiation with UV light, a new visible absorption band centered at 479 nm (ε, 2.0 × 104 mol-1 L cm-1) emerged due to the formation of closed-ring isomer 1c, and accordingly, the solution color changed from colorless to Orange Red.
Fig. 1 Absorption spectral and color changes of compound 1 in hexane (2.0 × 10-5 mol L-1) (a) and in PMMA film (10%, w/w) (b).
The concentration of solution is 2.0 × 10-5 mol L-1.
References [1] M.

., 3-3-1 Shibuya, Shibuya-ku, Tokyo 150-8383, Japan 3Advanced Material Develop.
HRTEM images were recorded by a digital video every 1/30 seconds.
(a) A liquid droplet crystallized between 1/30 and 6/30 seconds.
References [1] H.
Forum Vol. 475-479 (2005), p. 3875 [4] H.

Horizontal displacements with 20 mm (pushing) induced deformation on transition slab head are presented in Fig. 1.
transition slab abutment pavement Figure 1.
Foundation thickness was 0,8 m, and width 3,0 m. 1,2 m wide part of the foundation was considered as buried in the embankment, behind the abutment wall.
For bridge deck to abutment wall stiffness ratio exceeding 2:1, substitution with infinitely stiff bending restraint proved to be sufficient.
References [1] Burdet O., Einpaul J., Muttoni A., Experimental investigation of soil - structure interaction for transition slabs of integral bridges, Structural Concrete, 16, 2015,pp 470-479