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Fig. 1.
Table 1.
Vol. 34 (1-2) (2009), p. 1
Ivanov, et al.: Thin Solid Films 479 (2005), p. 38
Vol. 22 (1) (2013), p. 1.

Scheme 1.
Catalysis Letters, 2007 119 (1-2) 87-94
Catalysis Today, 2010 157 (1) 101-106
Catalysis Today, 2000 57 (1) 157-166
Catalysis Communications 2005 6(7) 476-479

The highest values were obtained using the PI type 1.
A main feature is located at around 230 cm1.
A broad band is found in the range from 550 to 950 cm1 consisting of at least 3 peaks at around 640, 780 and 870 cm1.
References [1] H.
Pradhan, Microstructure charac terization of nanocrystalline Ni3C synthesized by high-energy ball milling, Journal of Alloys and Compounds 479 (2009) 193 [17] S.

Constructional, technological and execution measures are used to control the temperature rising in WCS [1].
Major steps in WCS design process are shown in the diagram in Fig. 1.
Table 1: Limiting crack width [4,5] Hydraulic gradient i =hw/t 1) Limiting crack width wlim [mm] ≤ 10 0,20 > 10 to ≤ 15 0,15 > 15 to ≤ 25 0,10 1) hw – groundwater height t - member thickness (wall, foundation slab) Table 1: Limiting crack width terrain level groundwater level t1 hw11 hw22 t2 Hydraulic gradient i =hw/t 1) Limiting crack width wlim [mm] ≤ 10 0.20 > 10 to ≤ 15 0.15 > 15 to ≤ 25 0.10 1) hw – groundwater height t – element thickness (wall, foundation) Figure 6: Determination of the groundwater gradient and limiting crack width Steel reinforcement will not prevent cracking.
References [1] N.
Beton- und Stahlbetonbau 101, Heft 7/2006, pp. 479-489

Wang X.D selected a middle carbon steel with 0.485C, 1.195Mn, 1.185Si, 0.98Ni, 0.21Nb to carry out P-T treating at.400oC and obtained an ultra high strength-ductility with TS³2000MPa, El³10% and TS×El³20GPa%, as shown in Fig.5[12].
References [1] H.
Xu, New processes for steel heat treatment, Heat Treatment, 22 (2007), 1:1-11 [9] T.Y.
Krauss, Observation of Deformation and Transformation Behavior of Retained Austenite in a 0.14C-1.2Si-1.5Mn Steel with Ferrite-Bainite-Austenite Structure , Mat.
Geerlofs etc, Bainite transformation of low carbon Mn–Si TRIP-assisted multiphase steels: influence of silicon content on cementite precipitation and austenite retention Materials Science and Engineering A273–275 (1999) 475–479 [24] A.

Additionally, Fig. 1 presents the stress-strain curve of the DRF.
References [1] H.
Sakdirat, Self-healing concrete, vol. 100, no. 1.
Kessler, "Self-healing: A new paradigm in materials design," Proceedings of the Institution of Mechanical Engineers, Part G: Journal of Aerospace Engineering, vol. 221, no. 4, pp. 479–495, 2007, doi: 10.1243/09544100JAERO172
Sukkathanyawat, "Kinetic Analysis of Durian Rind Pyrolysis Using Model-Free Method," in IOP Conference Series: Earth and Environmental Science, Dec. 2020, vol. 586, no. 1. doi: 10.1088/1755-1315/586/1/012002

Fig. 1.
The composition of the experimental compositions is given in Table 1.
Table 1.
References [1] B.
Emen, The use of sol-gel method for obtaining fire-resistant elastic coatings on cotton fabrics, Materials Science Forum, 1038 (2021) 468–479

Fig. 1 shows the wheel-set loading distribution of type-1 train in the annual train spectrum based on the measurement data.
Table 1.
Annual train spectrum of Tsing Ma Bridge Tracks Train types Gross weight (tons) Number of trains per annum Total annual tonnage (tons 106) Proportion of total trains 1 1 334 18980 6.34 0.235 2 332 60225 20.00 0.747 3 326 2555 0.48 0.031 Total 80665 26.80 1.0 2 4 338 18980 6.42 0.232 5 330 60225 19.87 0.737 6 314 1460 0.46 0.018 Total 81760 27.12 1.0 Fig. 1.
References [1] ASCE.
Wind and Structures- An International Journal, 12(6): 479-504 (2009)

Introduction The technique of friction surfacing (FS) was first named in a patent by Klopstock and Neelands [1] in 1941.
The final sixlayer stack showed approx. 8.7 mm height and 153 mm length, see Fig. 1.
References [1] H.
Metals, 9(4):479, 2019
Chem., 1(4), 2013

Table 1.
Fig. 1.
Parameters f'c (Гm) f’t (Гm) Ec (Гm) α 1 if Γm ≤0.2 (1.3 - 1.5Γm) if 0.20<Γm<0.40 1-Γm 1-0.65Γm β 0.06(1-0.80Γm) 0.12(1-0.80Γm) 0.10(1-0.80Γm) Note.
References [1] Xie, T., & Tam, W.
Residual compressive stress-strain relation of recycled aggregate concrete after exposure to high temperatures. 18(3), pp. 479- 486