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Nonlinearly Elastic Constitutive Relation of Anisotropic Aggregate of Cube Crystallites Lang Wua, Ruyu Yanb, Junyao Caic and Hao Lid* College of Architecture and Civil Engineering, Jiangxi Science and Normal University, Nanchang 330013, China a348385613@qq.com, b634800502@qq.com, c1637577665@qq.com,d303148215@qq.com Keywords: anistropic aggregates of cubic crystallietes, nonlinearly elastic constitutive relation, texture coefficients, Voigt model Abstract.
The stress-strain relationship of elastic metal grains tends to be approximately linear; and the formula can satisfy the requirements of most engineering mechanics problems of elastic metal materials, and people only need to consider the linear part effect of formula (1).

Structural Design and Analysis of Aluminum Dome for Caofeidian Coal Storage Zechao ZHANG1,a, Hongbo LIU1,b, Xiaodun WANG1,c, Xiangyu YAN2,d, Jinghai YU2,e, Zhihua CHEN1,f* 1 School of Civil Engineering, Tianjin University, Tianjin, China 2 Tianjin University Research Institute of Architectural Design and Urban Planning, Tianjin, China azhanghuifine@126.com, bhb_liu2008@163.com, cmaodun2004@163.com dxy_yan2005@163.com, e13302190626@163.com, fzhchen@tju.edu.cn * zhchen@tju.edu.cn Keywords: aluminum dome; numerical analysis; stability; structure type.
Structural engineering and mechanics 54(1).121-133

The New Method For Power Quality Indices Estimation Ying Hai1,a ,Jingyu Chen2, b 1School of Mechanical and Electrical Engineering, Jiaxing University, Jiaxing 314001, P.R.
China 2School of Civil Engineering and Architecture, Jiaxing University, Jiaxing 314001, P.R.

The Analysis of the Intensity and Vibration Time on the Mechanical Properties of Hardened Concrete Tomáš Trtík1,a*, Roman Chylík1,b, Josef Fládr1,c and Jitka Vašková1,d 1Faculty of Civil Engineering CTU Prague, Thákurova 2077/7, 166 29 Prague 6, Czech Republic atomas.trtik@fsv.cvut.cz, broman.chylik@fsv.cvut.cz, cjosef.fladr@fsv.cvut.cz, djitka.vaskova@fsv.cvut.cz Keywords: vibration intensity, vibration time, amplitude, frequency, compressive strength, modulus of elasticity Abstract.
Štefan, Air-entrainment as an alternative to polypropylene fibers and its effect on the compressive strength of concrete at high temperatures, Materials Science and Engineering, vol. 596, 2019

The Dependence of Concentration Copper Ions in Nanofibers (PVA) on Composition of Original Basic Electrospin Solution and on Kind of Stabilization HAVRLÍK Michal 1, a, * and RYPAROVÁ Pavla 1, b 1 Czech Technical University in Prague, Faculty of Civil Engineering, Thakurova 7, 166 29 Prague, Czech Republic amichal.havrlik@fsv.cvut.cz, bpavla.ryparova@fsv.cvut.cz Keywords: Nanofibers; Polyvinyl Alcohol; Stabilization; Electrospinning.
Nežerka, Mechanical properties of single and double-layered PVA nanofibers, Key Engineering Materials 586 (2014), 261–264

Study of properties of concrete for water-tight tunnel lining HUBÁČEK Adam1, a *, JAROLÍM Tomáš1,b and MACHÁŇOVÁ Petra1,c 1Brno University of Technology, Faculty of Civil Engineering, Institute of Technology of Building Materials and Components, Veveri 331/95, 602 00 Brno, Czech Republic ahubacek.a@fce.vutbr.cz, bjarolim.t@fce.vutbr.cz, cmachanova.p@fce.vutbr.cz Keywords: Watertight tunnel lining, durability, development of strength characteristics, volumetric changes.
In: IKP Consulting Engineers [online]. 2012 [cit. 2014-09-22].

Effect of Water Content in the Raw Material Mixture During Grinding on Alite Monoclinic Phase Formation JANČÍKŮ Andrea1,a *, SKELNÁŘOVÁ Dorothea1,b, DVOŘÁK Karel1,c 1Brno University of Technology, Faculty of Civil Engineering, Veveří 331/95, 602 00, Brno, Czech Republic a janciku.a@fce.vutbr.cz, b sklenarova.d@fce.vutbr.cz, c dvorak.k@fce.vutbr.cz Keywords: monoclinic tricalcium silicate, grinding, Rietveld method.
Cement and Concrete Research, 32(7), 1169–1175. doi:10.1016/s0008-8846(02)00756-1 [2] Staněk, T., The Influence of SO3 and MgO on Kinetics of Alite Formation, Procedia Engineering, 151 (2016), 26-33, doi.org/10.1016/j.proeng.2016.07.353

Shear Capacity Analysis of SRHSC Frame Joints Shansuo Zheng1,a, Xie Han 1,b , Qinglin Tao1,c and Wei Wang1,d 1School of Civil Engineering, Xi'an University of Architecture and Technology, Xi’an, Shanxi, China azhengshansuo@263.net, bhanxienihao88@163.com, ctql6551@163.com, dwangwei1881@163.com Keywords: SRHSC, frame joints, load transfer mechanism, shear capacity Abstract.
Therefore, correctly evaluating the shear capacity of the SRC joints is vitally important for engineering design.

Utilization of Carbon Biomass as an Absorbing Material in Anti-Microwave Brick Walls Manufacturing Nur Hashira Narudin1,a, Hasnain Abdullah@Idris1,b*, Mohd Nasir Taib2,c, Basharudin Abdul Hadi3,d, Azizah Ahmad1,e, Nazirah Mohd Kasim1,f and Noor Azila Ismail1,g 1School of Electrical Engineering, College of Engineering, Universiti Teknologi MARA, Cawangan Pulau Pinang, 13500 Permatang Pauh, Pulau Pinang, Malaysia 2Malaysia Institute of Transport (MITRANS) Universiti Teknologi MARA, 40450 Shah Alam, Selangor, Malaysia 3School of Civil Engineering, College of Engineering, Universiti Teknologi MARA, Cawangan Pulau Pinang, 13500 Permatang Pauh, Pulau Pinang, Malaysia ahashiranarudin@gmail.com, bhasnain@uitm.edu.my, cdr.nasir@uitm.edu.my, dbasharudin@uitm.edu.my, eazizah146@uitm.edu.my, fnazirah261@uitm.edu.my, gnoorazila687@uitm.edu.my Keywords: Anti-microwave brick walls, absorbing material, carbon biomass.
Carbon biomass is a physically defined product obtained in a highly controlled process to produce specifically engineered aggregates of carbon particles and in this project, carbon biomass was used as an absorbing material in brick production.
The utmost appreciation also goes to the Faculty of Electrical Engineering for providing microwave laboratory facilities.

Analysis of Durability Performance of Ionic Soil Stabilizer Improving Soil Yujie Wang1,a, Wenyan Lin2,b, Yongsheng Huang2,c Xin Qiu1,d, Jinhong wu*1,e 1College of Engineering, Zhejiang Normal University, Jinhua, China 321004 2Jinhua Highway Administration Bureau, Jinhua, China 321000 awyj@zjnu.net, b179020703@qq.com, c451881400@qq.com, dxqiu@zjnu.cn, e jhwjh@zjnu.cn, Corresponding Author: Jinhong Wu Keywords: Ionic soil stabilizer, Clay, Physical parameters, Durability Performance Abstract.
The engineering classification of the typical soil was determined and the physical parameters of the ionic soil stabilizer was obtained, according to tests of the particle size analysis, crucial water content coefficient, organic matter content, PH, conductivity, plasma emission spectra, etc.
The engineering classification of soil was shown in Table1, three types of typical soil are all low liquid-limit clay, denoted by CL.
Table 1 Engineering classification of soil Soil number Particle composition [%] Marginal moisture Engineering classification >0.075[mm] 0.075~0.002[mm] <0.002[mm] WL[%] IP 1 3.1 96.6 0.5 43.1 19.9 CL 2 3.0 96.2 0.5 43.0 19.5 CL 3 3.2 96.5 0.5 45.6 19.1 CL Properties of Ionic Soil Stabilizer.
[9] R J Moloisane: Journal of the South African Institution of Civil Engineering, (2014), pp.28-39.