Search results

Zubkova, Structurizati on processes of cement composites modified with electrolytic additives, Magazine of Civil Engineering. 81 (5) (2018) 125–134
Ibragimov, Process of hydration and structure formation of the modified self - compacting concrete, Magazine of Civil Engineering. 5 (2017) 14–24
Sumskoi, Designing Of Mortar Compositions On The Basis Of Dry Mixes, International Journal of Applied Engineering Research. 10 (5) (2015) 12383–12390

K, Liang Huang, A review of recent research on the use of cellulosic fibres, their fibre fabric reinforced cementitious, geo-polymer and polymer composites in civil engineering, Composites Part B. 2016; 92:94-132
Procedia Engineering. 2017; 180:1266 – 1273
ASCE Journal of Materials in Civil Engineering, 2009;21: 512-517

Study on Dynamic Behavior and Seismic Performance of Cable-stayed Bridge with Different Auxiliary Pier Positions Buyu Jia1, a, Xiaolin Yu 1,b , Kang Huang2,c and Quansheng Yan1,d 1School of Civil Engineering and Transportation, South China University of Technology, Guangzhou, Guangdong, 510640, China 2CCCC Highway Consultants Co., Ltd, Beijing, 100010, China a676276866@qq.com, bxlyu1@scut.edu.cn, c76528500@qq.com, dcvqshyan@scut.edu.cn Keywords: Auxiliary pier; cable-stayed bridge; dynamic behavior; seismic performance Abstract.
Using MIDAS-Civil software to establish model without auxiliary pier and models with auxiliary pier set in the 0.28L, 0.36L, 0.42L (L is the length of the side span) respectively.
According to the reference[3], the acceleration of the Panzhong bridge engineering ground is 0.10g, the seismic fortification intensity is VII degrees, the seismic fortification measures is 8 class and the site is class III .
Lin: Cable-Stayed Bridge (China Communications Press, Beijing 1994) (in Chinese) 《江门至广州番禺高速公路及江珠高速公路北延线江门四村至顺德均安段工程场地地震安全性评价报告》 [3] Jiangmen to Guangzhou Panyu Highway and Jiang Zhu Highway north extension line Jiangmen Sicun to Jun engineering seismic site evaluation safety report"(in Chinese) [4] Design specification for highway bridges (JTG/T D60-01-2004) (China Communications Press, Beijing 1994) (in Chinese). [6] JTG D 62—2004公路钢筋混凝土及预应力混凝土桥涵设计规范[S].北京:人民交通出版社, 2004.

Dynamic Compressive Performance of Concrete Exposed to High Temperature Based on Microstructure Analysis Shao-wei YANG1,2, Zhi-guo LIU2, Yong-wei WANG2, Zi-rui LIU2, Heng-jing BA1 1 School of civil engineering, Harbin Institute of Technology, Harbin, Heilongjiang, China, 150001; 2 Shandong provincial academy of building research, Jinan, Shandong, China, 261000 Key words: SFRC, SHPB, dynamic compressive performance Abstract: Combined with strain gauge measurement method, the modified split Hopkinson pressure bar was adopted to investigate the behavior of normal concrete and steel fiber reinforcement concrete exposed to 400°C and 800°C under axial impact compressive loading.
Engineering Mechanics, 2001(18)5: 115-119.
Impact response of steel fiber-reinforced concrete using a split Hopkinson pressure bar[J].Journal of Material in Civil Engineering, 2004(16),1: 54-59

The Measurement of Shrinkage: Influence of Specimen Size ALEXA Martin1,a*, KUCHARCZYKOVÁ Barbara1,b, KOCÁB Dalibor1,c and HALAMOVÁ Romana1,d 1Brno University of Technology, Faculty of Civil Engineering, Veveří 331/95, 602 00 Brno, Czech Republic amartin.alexa@vutbr.cz, bbarbara.kucharczykova@vutbr.cz, cdalibor.kocab@vutbr.cz, dromana.halamova@vutbr.cz Keywords: Shrinkage, concrete, specimen size, early ageing.
Misák: Advances in Materials Science and Engineering Vol. 2017 (2017), p. 1-11 [2] B.
Pőssl: Procedia Engineering Vol. 190 (2017), p. 357-364 [3] J.
Civil Eng.

Reinforcement of the Steel Connection Between Column and Binding Joist Major Maciej1,a*, Nawrot Jacek1,b and Major Izabela1,c 1Czestochowa University of Technology, Faculty of Civil Engineering, Akademicka Street 3, 42-200 Częstochowa, Poland ammajor@bud.pcz.pl, bjnawrot@bud.pcz.pl, cimajor@bud.pcz.pl Keywords: Steel, stress, bolted connections, binding joists.
Li, Simplified numerical model for high-strength bolted connections, Engineering Structures. 164 (2018) 119-127
Bureau, Tensile resistances of bolted circular flange connections, Engineering Structures. 171 (2018) 817-841
Parenica, Numerical modeling of a thin-walled profile with respect to the redistribution of bending moments, Civil-Comp Proceedings. 108 (2015) 1-15

Raman Spectroscopy Studies on the Microstructure Evolution from Cellulose to Carbon Fiber Guizhi Ren1, 2, a, Yongju Zang1, 2, b, Ning Wang1, 2, c, Lihui Deng1, 2, d, Congjie Chen1, 2, e, Yanni Shi1, 2, f and Qilin Wu1, 2, g* 1State Key Laboratory for Chemical Fibers Modification and Polymer Materials, Donghua University, Songjiang District, Shanghai 201620, China 2College of Materials Science and Engineering, Donghua University, Songjiang District, Shanghai 201620, China 3Key Laboratory of Advanced Civil Engineering Materials, Ministry of Education, Tongji University, Shanghai 201804, China arenguizhirenguizhi@163.com, bzangyongju@163.com, cwn67613049@163.com, ddenglihui318@126.com, eanhuichencongjie@163.com, fcindina.0907@gmail.com, gwql@dhu.edu.cn Keywords: Raman spectroscopy, Cellulose carbon fibers, Heat treatment, Microstructure evolution.
Acknowledgements This work was supported by grant from Chinese NSFC (No.5123300) and fund from the Key Laboratory of Advanced Civil Engineering Materials of Ministry of Education, Tongji University (No.201301).

Nonlinear Analysis on Static Behaviors of New All-Bolted Beam-to-Column Connections for Concrete-Fillled Square Steel Tube Zhao Xin1, 2, a, Wu Mai1, 2,b, Kong Dandan1, 2, c and Wu Nan1, d 1 College of Civil Engineering, Hebei University of Technology, Tianjin, China, 300401 2 Civil Engineering Technology Research Center of Hebei Province, Tianjin, China, 300401 azhaoxintj@126.com, bwumaitj@126.com, cddkong@126.com, dwunantj@126.com Keywords: concrete-filled square steel tube (CFST), all-bolted connection, static performance, semi-rigid connection, nonlinear finite element Abstract.
Different joints are applied in pratical project while experimental studies and theoretical formulas are seriously lagging behind in realistic engineering applications.

Experimental Testing Results of a Timber Structure's Fire Resistance in A Combustion Chamber Tomáš Žajdlík1,a, Karel Šuhajda1,b 1Brno University of Technology, Faculty of Civil Engineering, Veveří 331/95, 602 00 Brno, Czech Republic azajdlik.t@fce.vutbr.cz, bsuhajda.k@fce.vutbr.cz Keywords: Timber structure, fire resistance, combustion chamber, fire tests, fire safety of buildings.
Acknowledgements This article has been worked out with the support of the research project FAST-J-21-7373 of the Faculty of Civil Engineering of the Brno University of Technology.
[6] White R.H., Dietenberger M.A., Fire Safety, Chapter 17, Wood Handbook: Wood as an Engineering Material, Forest Products Laboratory, USDA Forest Service, 1999

Rheological Characteristics of Residue Binder from Low Penetration Grade Bitumen Emulsion Guangji Xu1, a, Meizhu Chen1,b, Shaopeng Wu1,c, Martin Van de ven2,d and Steven Mookhoek3,e 1State Key Laboratory of Silicate Materials for Architectures, Wuhan University of Technology, Wuhan 430070, China 2Road and Railway Engineering, Faculty of Civil Engineering and Geosciences, Delft University of Technology, 2628 CN, Delft, the Netherlands 3LATEXFALT BV, 2396 ZG, Koudekerk a/d Rijn, the Netherlands axgj125@whut.edu.cn, bchenmzh@whut.edu.cn, cwusp@whut.edu.cn dM.F.C.vandeVen@tudelft.nl, eSteven.Mookhoek@latexfalt.com Keywords: Low penetration grade bitumen emulsion; residue; master curve; oxidation effect.
Pe´rez Jime´nez, Assessing Heat-Adhesive Emulsions for Tack Coats, Proceedings of the Institution of Civil Engineers, Transport 158, February 2005 Issue TR1, pp. 45-51