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Recycled aggregate concrete (RAC) is a kind of practical and economic material to reuse the great amount of construction and demolition wastes, which has received many discussions nowadays.
Recycled aggregate concrete (RAC) is a kind of material using waste concrete made into recycled aggregate (RA) to substitute natural aggregates partly or totally by processes of washing, crushing, grading and being mixed proportionally.
Acknowledgements Thanks for the support of 2009KB22 of State Key Laboratory of Subtropical Building Science South China University of Technology References [1] Xiao Jianzhuang, Lan Yang.
Journal of Shenyang Jianzhu University: Natural Science Edition, 2009, 25(4):683-688
Journal of Shenyang Jianzhu University: Natural Science Edition, 2010, 26(2):255-260

Progress in Materials Science, 92, 112–224
Journal of Materials Science, 57, 9818–9865
Materials & Design, 156, 143–153
Accurate identification of high relative density in laser-powder bed fusion across materials using a machine learning model with dimensionless parameters.
Journal of Intelligent Manufacturing, 35(6), 2719–2742

It uses ordinary cement as the cementitious material.
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Experimental Materials.
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Cellulose nanocrystals and cellulose nanofibers have been derived from raw cellulose materials.
Research Methods Materials Banana pseudo-stem was collected from Sambi, Boyolali, Jawa Tengah, Indonesia.
This CNF50_CTAB contact angle is not within the range of hydrophobic materials, which is >90º.
International Journal of Polymer Science,1(25)
Materials Today: Proceedings, 2(1), pp.1-7

Choose materials of damper with a higher thermal conductivity; material of magnetic coil with lower impedance under normal operation.
Journal of Intelligent Material Systems and Structures, Vol. 20(2009), p.723
Journal of intelligent material systems and structures, Vol. 13 (2002), p.309
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High speed train, integrated modern machinery, materials, computer, electrical and other disciplines of high technology, was the epitome of the modern industrial development level in today’s city [3].
Acknowledgements The authors wish to thank Developments for National Natural Science Foundation (51275432) for funding this work and Graduated Student Innovation Foundation of Sichuan university of Science & Technology (y2014030) for funding this work.
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Mechanical Products[J].Journal of Southwest Jiao Tong University.2013.48(1):116-121(In Chinese) [17]Guofu Yin,Jing Gan,Xiaobing Hu,Lei Xu,Erjing Cheng,Ke Chen,Yongchao Wang.Review on Modern Design Theory and Methodology oriented Information Age for Mechanical Products[J].Journal of Si Chuan University (Engineering Science Edit 2006.38(5) (In Chinese) [18]P Dabke,V.
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Various methods and materials have been used to repair and strengthening the RC buildings such as the application of shotcrete, masonry infills, additional of new shear walls and steel bracing [3].
Acknowledgements Special thanks to e-Science Fund, Ministry of Science and Innovation (MOSTI), Putrajaya, Malaysia and RMI (Research Management Institute) for funding this research work.
[5] Abdul Ghani, K.D. and Hamid, N.H., Comparing the Seismic Performance of Beam-column Joints with and without SFRC when subjected to Cyclic Loading, Advanced Materials Research, 626, 85-89, 2013
Retrofitting of Beam-column Joint Using CFRP and Steel Plate, International Journal of Civil, Architechural Science and Engineering, 7, 542-548, 2013
Load versus Displacement Validation between Ruaumoko Hysteresis Program and Experimental Work on CFRP Retrofitted Precast Beam-Column Exterior Joint, Key Engineering Materials, 594, 390-394, 2014

When keeping true stress of the asphalt concrete constant under load, then the viscosity behavior of materials mainly presents creep, rather than relaxation, two possible situations are discussed below.
The total strain can be expressed as: (4) Situation two, when , materials yield occurs, true plastic strain occurs in the material, it can be expressed as: (5) is true plastic strain, is the onset of plastic strain, is Poisson's Ratio.
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Journal of Changsha University of Science and Technology(Natural Science Edition), 2004, 1(1): 1-7.