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Constitutive behaviour of lateral ties confined polyolefin fibre reinforced concrete under monotonic axial compression S.Palanivel1,a and M.Sekar2,b 1Research Scholar, Structural Engineering Division, College of Engineering Guindy, Anna University, Chennai and Associate Professor, Pondicherry Engineering College, Puducherry, India 2Professor, Structural Engineering Division and Dean, College of Engineering Guindy, Anna University, Chennai, India aspalanivel@pec.edu and bmunusekar@annauniv.edu Keywords: Confined fibre reinforced concrete, Polyolefin fibre concrete, Synthetic fibre concrete, Constitutive behaviour , Stress–strain relationship Abstract.
Thanks are also extended to the faculties,supporting staffs and students of Structural Engineering Division, Building Technology Centre and Department of Mining Engineering, College of Engineering Guindy, Anna University, Chennai, India for extending their great testing facility and supports.
Wee: stress-strain relationship of high-strength fiber concrete in compression, journal of materials in civil engineering , Feb. 1999, pp 21-29 [14] H.C.Lima Junior and J.S.Giongo: Steel-fibre high-strength concrete prisms confined by rectangular ties under concentric compression , Materials and Structures, Vol. 37, December 2004, pp. 689 – 697
Paultre et al.: Behavior of Steel Fiber-Reinforced High-Strength Concrete Columns under Uniaxial Compression, Journal of structural engineering ,ASCE / october 2010 / 1225-1235

/P.R.C. workshop on experimental methods in earthquake engineering.
Blume Earthquake Engineering Center, Department of Civil Engineering, Stanford University
L.,(2006), “Shaking table test of a 1:20 scale high-rise building with a transfer plate system,” Journal of Structural Engineering ASCE, 132(11): 1732-1744
[9] Liu, X., (1998), “Some deviation analysis about shaking table tests” [Master Dissertation], Institute of Engineering Mechanics China Seismological Bureau
NJ [12] Zhang, M., (1997), “Study on similitude laws for shaking table tests”, Earthquake Engineering and Engineering Vibration, 17(2): 52-58.

Porous Titanium for Biomedical Applications Produced Using Coarse Titanium Powder via the Space Holder Technique Anthony Govender1,a*, Moses Kiliswa 2,b 1Metallurgy Research Laboratory, School of Mechanical Engineering, University of KwaZulu-Natal, Durban 4001, South Africa 2School of Civil Engineering, University of KwaZulu-Natal, Durban 4001, South Africa agovendera2@ukzn.ac.za, bmkiliswa@yahoo.com, Keywords: Titanium, space holder, porous, implant Abstract.
Dunand, Titanium Foams Produced by Solid-State Replication of NaCl Powders Materials Science and Engineering A. 528 (2010) 691-697
Ivasishin, Comparative Study on Cold Compaction Behavior of TiH2 Powder and HDH-Ti Powder,Hindawi: Advances in Materials Science and Engineering. 2021 (2021) 1-15
Bojtar, Material Properties of the Mandibular Trabecular Bone,Hindawi: Journal of Medical Engineering. 2014 (2014) 1-8, doi: https://doi.org/10.1155/2014/470539
Steytler, The Commercial Viability of Direct Powder Rolled Titanium: A Systematic Review and Market Analysis Masters Degree, Centre for Materials Engineering, University of Cape Town, 2018.

Novel Nano-Engineered Biomaterials for Bone Tissue Engineering.
Calcination time and temperature effect on natural hydroxyapatite obtained from fish bones for bone tissue engineering.
Journal of Engineering Science and Technology, 39, 51
Chemical engineering research and design, 91(9), 1693-1704
Journal of Materials in Civil Engineering, 21(11), 694-698

Study Some Mechanical and Thermal Properties of Reinforced Perlite Concrete Rand Salih Al-Jadiri1,a*, Manolia Abed Al-wahab Ali1,b, Qais Jawad Frayyeh2,c 1Mustansiriyah University, College of Engineering, Materials Engineering Department, Baghdad-Iraq. 2Building and Construction Engineering Department, University of Technology, Baghdad, Iraq a*randsalihfarhan@gmail.com, bmanoliaalim@gmail.com, cqais.j.frayyeh@uotechnology.edu.iq Keywords: Perlite aggregate; expanded perlite; concrete; thermal conductivity; superplastesizer.
Acknowledgements The authors are grateful for the funding from Mustansiriyah University /Collage of engineering/ material engineering.
Soussi, "Effect of expanded perlite aggregate dosage on properties of lightweight concrete," Jordan Journal of Civil Engineering, vol. 9, (2015)
A., "An Investigation on Adding Polypropylene Fiber to Reinforce Lightweight Cement Composite (LWC)", Journal of Engineered Fibers and Fabrics Issue 4, No. 13, Vol. 7, (2012) pp. 13
Ali, "The Possibility of Produce Self Compacted Polystyrene Concrete," Journal of Engineering and Development, vol. 16, (2012) pp. 127-135

., Lutsk 43025, Ukraine 2National University of Civil Defence of Ukraine, 94 Chernishevska str., Kharkiv 61023, Ukraine 3O.M.
Zhen, Static and dynamic characteristics modeling for CK61125 CNC lathe bed basing on FEM, Procedia Engineering 174 (2017) 489-496
Pasternak, Boundary element modeling of pyroelectric solids with shell inclusions, Mechanics and Mechanical Engineering 22 (2018) 727-737
Padding, Non-spherical particles in a pseudo-2D fluidised bed: modelling study, Chemical Engineering Science 192 (2018) 1105-1123
Journal of Achievements in Materials and Manufacturing Engineering. 91 (2018) 27–33

Moisture-Density Relationship of Bottom Ash, Lime Stabilized Bangkok Clay as a Potential Pavement Material in Thailand Akanksha Bhurtel1,a*, Amin Eisazadeh1,b Sirindhorn International Institute of Technology/ School of Civil Engineering and Technology, Thammasat University, Pathum Thani, Thailand akanksha.bhurtel@gmail.com, aeisazadeh@siit.tu.ac.th Keywords: Proctor Compaction, Quick Lime, Bottom Ash, Bangkok Clay, Road Stabilization.
However, if to be used as engineering filling material 66BC30BA4L or 62BC30BA8L mix is recommended due to its lower specific gravity.
[3] Suksun Horpibulsuk, Satoru Shibuya, Kittitep Fuenkajorn, and Wanchai Katkan , Assessment of engineering properties of Bangkok clay, Can.
Bell, Lime stabilization of clay minerals and soils, Engineering Geology 42 (1996), pp 223-237, Elsevier
[19] Aminaton Marto & Choy Soon Tan (2016), Properties of Coal Bottom Ash from power plants in Malaysia and its suitability as geotechnical engineering material, Jurnal Teknologi (Sciences & Engineering) 78: 8–5 ,(2016), pp 1–10

Research on Dynamic Characteristics of Isolated System for Irregular Structures Xiang Weiming1,a, Zheng Xianchang1,b, Zhou Yanjie1,c 1Department of Civil Engineering, Guangzhou University, Guangzhou, 510006, China ahuajiankeji@21cn.com,bzhengxianchang@21cn.com, c864403561@qq.com Keywords:Irregular structures, Floor deformation, Substructure method, Dynamical characteristics, Structural isolation Abstract: This paper analyzes isolation questions of irregular structures, based on principles of structural isolation system.
China began to do research on this area from the early 1990s, and did much work on theories, testing and engineering applications.
Journal Structural Engineering, 119(1): 130–149
Journal Structural Engineering, 117(7):2035–2054
[10] Jiang Yicheng, Tang Jiaxiang (1999), “The Torsion Response Analysis of the Base-Isolated Building,” World Information on Earthquake Engineering, 15(4): 57-61

Journal of Marine Science and Engineering. 9 (2021) 1–18
Open Engineering. 12 (2022) 477–484
Key Engineering Materials. 927 (2022) 77–86
Lecture Notes in Mechanical Engineering. (2023) 237–246
Key Engineering Materials. 954 (2023) 167–175).

Guiyang Engineering Co, Ltd, Hydrochina, Guiyang, 55081, China. 2.
School of Civil Engineering, Wuhan University, Wuhan, 430072, China.
Journal of Geotechnical and Geoenvironmental Engineering 134(7): 1015-1020
Journal of Geotechnical and Geoenvironmental Engineering 137(7): 663-677
Journal of Geotechnical and Geoenvironmental Engineering 127(6): 499-509