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Study on Semi-Circular Bending Test Using Digital Image Correlation Method Pengfei Lia and Jinghui Liub College of Civil Engineering and Architecture, China Three Gorges University, Yichang 443002, China a1310375062@qq.com, byangjianxue33@126.com Keywords: fracture toughness; semi-circular bending test; asphalt mixtures; digital image correlation method (DICM); fracture resistance.
Pan, Deformation measurement method for rock materials based on natural speckle pattern, Chinese Journal of Rock Mechanics and Engineering, 6 (2002) 792-796
Xu, et al, Study on the tension test of membrane materials using digital image correlation method, Engineering Mechanics, 2 (2007) 34-38

Generation review on the production line development of Foam glass at home and abroad Suping Cui 1, a, Jiguang Zhang1,b , Yingliang Tian1,c , Shibing Sun1,d, Zhongwei Wu1,e and Wencai Liu1,f 1Materials Science and Engineering, Beijing University of Technology,China Cboli106@126.com, fwudiwencai@163.com Keywords: foam glass; production line; generations; production process Abstract.
Since 1977 China had begun commercial production in small-scale which was applied to Vinyl ultra-low temperature equipment insulation engineering.
The production scales, investment and unit production cost of building different generations of foam glass production lines generation The 1st The 2nd The 3rd The 4th The 5th singlet line investment （millon RMB） 3.6 5.8 7.6 10 28.6 Production scale （m3/year） 3000 10000 15000 20000 60000 The unit capacity investment (millon RMB/m3) 1200 580 507 495 477 Unit production cost (RMB/m3) 1200-2000 1000-1200 900-1000 700-900 600-800 If building quality and level of the production line lies in the middle and upper level and intelligence and automation level lies in relatively high standard, given to integral part of the production line excluding investment cost of civil engineering, energy and electricity into the plant,production scales, investment and unit production cost of building different generations of foam glass production lines in China are given in table 1.The table 1 shows that the singlet line investment,the production scale and the unit production cost from the first

Elastoplastic and Damage Analysis of Trusses Subjected to Cyclic Loading Dragoslav Šumarac1, a *, Zoran Perović1,b 1Faculty of Civil Engineering, University of Belgrade, Serbia asumi@eunet.rs, bzperovic@grf.rs Keywords: cyclic plasticity, damage, trusses Abstract.
Introduction Since there are numerous examples of hysteresis phenomena occurring in physical processes (hysteresis in continuum mechanics, in ferromagnetism, in filtration through porous media etc.), appropriate modeling of hysteresis is of great interest for engineers and physicists.
Wen, Method for Random Vibration of Hysteretic Systems, Journal of the Engineering Mechanics Division, Proc.

Evaluation of NaOH Activated, Ambient Cured Slag as a Binder to Produce a Building Material Nastassia Thandiwe Sithole1,a,* and Joseph Makela Nseke1,b 1University of Johannesburg, Department of Chemical Engineering, P.O.
Fabrication and engineering properties of concretes based on geopolymers/alkali-activated binders - a review.
Advances in Civil Engineering, 2018

Use of Basic Oxygen Furnace Slag (BOFS) in Superpave Mix Design: BOFS Aggregate Properties Chang-Seon Shon1,a*, Jong Ryeol Kim1,b, Aizhan Kissambinova1,c, Saken Sandybay1,d, Saltanat Orazayeva1,e, Nurzhan Dossayev2,f, Pavel Chzhen2,g 1Department of Civil and Environmental Engineering, School of Engineering and Digital Sciences, Nazarbayev University, Astana, Kazakhstan, 010000 2Department of Science and Implementation of New Technologies, National Center for the Quality of Road Assets, Astana, Kazakhstan, 010000 achang.shon@nu.edu.kz, bjong.kim@nu.edu.kz, caizhan.kissambinova@nu.edu.kz, dsaken.sandybay@nu.edu.kz, esaltanat.orazayeva@nu.edu.kz, fn.dosayev@sapaortalygy.kz, gp.a.chzhen@mail.ru Keywords: Superpave, aggregate properties, basic oxygen furnace slag, expansion Abstract.
Advances in Materials Science and Engineering, 1–5, (2015)

Pérez-Villarejo1d 1Department of Chemical, Environmental and Materials Engineering, Higher Polytechnic School of Linares, University of Jaen, C/ Alfonso X, el Sabio, 28, 23700 Linares (Jaén), Spain 2 Department of Chemical, Environmental, and Materials Engineering.
Mohajerani, Recycling cigarette butts in lightweight fired clay bricks, Proceedings of Institution of Civil Engineers: Construction Materials,164 (2011) 219-229.

Bhaskar and Abdul sharief, Tribological properties of aluminium 2024 alloy–beryl particulate MMC’s, Bonfring International Journal of Industrial Engineering and Management Science 2(4) (2012) 143-147
Wachowski, Cyclic deformation of aluminium alloys after the preliminary combined loading, Engineering Failure Analysis 69 (2016) 66-76, doi:10.1016/j.engfailanal.2016.07.002 [8] H.
Kulkarni, Evaluation of Mechanical Properties of AL 2024 Based Hybrid Metal Composites, IOSR Journal of Mechanical and Civil Engineering 12(5) (2015) 108-122, doi:10.9790/1684-1254108122 [12] Jianzhong Zhou, Suqiang Xu, Shu Huang, XiankaiMeng, Jie Sheng, Haifeng Zhang, Jing Li,Yunhui Sun and Emmanuel Agyenim Boateng, Tensile Properties and Microstructures of a 2024-T351 Aluminum Alloy Subjected to Cryogenic Treatment, Metals 6(11) (2016 279б doi:10.3390/met6110279 [13] Information on www.nordtechno.com/files/Franke_GK2011_en.pdf

Lukina, Problems and prospects of the implementation of the policy of import substitution in the formation of industrial cooperation on the use of composite materials in the domestic civil aircraft industry on the example of JSC United Aircraft Corporation, Engineering Journal: Science and Innovations. 11 (2014) 1-12.
Brinkmann, et. al., International Plastics Handbook the Resource for Plastics Engineers, ed.
Rumyantsev et al., Polymer composite materials in aircraft structures, Conversion and mechanical engineering. 4 (2004) Information on www: viam.ru/public [9] R.I.

Pseudo Strain Energy Density-based Structural Damage Identification CHEN Xiaoqiang1,2,a , ZHU Hongping, 1,2,b and WANG Dansheng 1,2,c 1 School of Civil Engineering & Mechanics, Huazhong University of Science & Technology, Wuhan 430074, P.
All of these can ensure its practicability and effectiveness when applied to actual engineering structures. 00.080.160.240.320.400.480.560.640.720.80 00.080.160.240.320.400.480.560.640.720.80 -10 -8 -6 -4 -2 0 2 4 6 8 10 x (m) y (m) Standardized APSEDR (z) 8.823(0.32,0.32) 8.618(0.32,0.40) -9.619(0.32,0.36) 1.172(0.32,0.68) 00.080.160.240.320.400.480.560.640.720.80 0 0.08 0.16 0.24 0.32 0.40 0.48 0.56 0.64 0.72 0.80 -2 -1 0 1 2 3 4 5 6 7 8 9 x (m) y (m) Standardized APSEDR (z) 7.923(0.32,0.40) 8.375(0.32,0.32) Fig.9.
Li, Journal of Engineering Mechanics, Vol. 132(2006), p.429 [3] P.C.

Candidate, 2Professor, 3Associate Professor, 4Associate Professor, 1,2,3,4College of Traffic and Transportation Engineering, Changsha University of Science and Technology, Changsha, Hunan, P.R.
One of the features of this stage is that the researches are closely linked to the actual engineering.
CHINA CIVIL ENGINEERING JOURNAL, 2007.6.