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Interaction on Standard and Modified Adhesive (Albipox) with Water Using Molecular Modelling RAHIDA WATI Sharudin1,a*, NIK SALWANI Azmi1,b and ZAKIAH Ahmad2,c 1Faculty of Chemical Engineering, Universiti Teknologi MARA, 40450 Shah Alam, Malaysia 2Institute for Infrastructure Engineering & Sustainable Management (IIESM), Faculty of Civil Engineering, Universiti Teknologi MARA, 40450 Shah Alam, Malaysia arahida@salam.uitm.edu.my, bniksalwanimdazmi@gmail.com mail, czakiah@salam.uitm.edu.my Keywords: Epoxy, Albipox, Adhesive, Molecular modeling, Diffusion.
J. of Mechanical Engineering. 8 (2011), 77-89 [2] Z.

Microstructure-Dependent Deform Behavior of a Polycrystalline Ni-Based Superalloy Based on Micropillar Compression Gaofeng Tian1,a*, Yang Chen1,b, Bin Gan2,c, Yan Yang3,d and Jinwen Zou1 1Science and Technology on Advanced High Temperature Structural Materials Laboratory, Beijing Institute of Aeronautical Materials, Beijing 100095, China 2School of Materials Science and Engineering, Northwestern Polytechnical University, Xi’an 710072, China 3Military representative office of army aviation in Beijing, Beijing 100095, China agftian2008@163.com, bfengli9572@sina.com, cbingan727@nwpu.edu.cn, d439290027@qq.com, Keywords: Nickel base superalloy, Micropillar compression, precipitates, Dislocation Abstract.
Introduction The development of nickel-based superalloys in the past few decades has been driven by ever increasing requirements of materials for gas turbine in modern civil jet engines.
The Materials Genome Initiative (MGI) and Integrated Computational Materials Engineering (ICME) are recently introduced as the new approach.
They were transformed in either engineering stress-strain curves or engineering resolved shear stress-strain curves from the initial length and upper diameter of the pillar and the initial length and upper diameter of the pillar and the initial Schmid factor calculated from the crystallographic orientation of the pillar.

Effect of Severe Plastic Deformation on the Structure and Magnetic Behaviour of an Fe-Mn-Si Shape Memory Alloy Gheorghe Gurau1, Carmela Gurau1*, Felicia Tolea2, Mihaela Valeanu 2, V Sampath3 and Leandru Gheorghe Bujoreanu4 1”Dunărea de Jos” University of Galati, Faculty of Engineering, Domnească Street, 47, RO-800008, Galati, Romania 2National Institute of Materials Physics, POB MG-7, 77125 Bucharest-Magurele, Romania 3Department of Metallurgical and Materials Engineering, Indian Institute of Technology Madras, Chennai-600 036, India 4Faculty of Materials Science and Engineering, The "Gheorghe Asachi" Technical University of Iaşi, Blvd.
Iron-based shape memory alloys for civil engineering structures: An overview.

Materials and Experimental Methods The selections of materials for the experiments were chosen based on their widely used in many engineering applications and their ability to wear.
Mediratta, International Journal of Innovative Research in Science, Engineering and Technology. 2 (5) (May 2013) 1-9
Dhiman, Journal of Mechanical and Civil Engineering 9 (4) (Nov. - Dec. 2013) 18-22
[9] American Society of Engineers.

Konyukhov1,d 1National University of Science and Technology “MISiS”, Moscow, 119049, Russia 2Department of Mechanical, Aerospace and Biomedical Engineering, University of Tennessee Space Institute, Tullahoma, Tennessee, United States 3Department of Physics and Astronomy, Middle Tennessee State University, Murfreesboro, Tennessee, United States 4Moscow Polytechnic University, Moscow, 107023, Russia aeremeeva-shanna@yandex.ru, bskamalim@utk.edu, cartliz481@gmail.com, dykonukhov@misis.ru Keywords: composite material, boron carbide, chromium oxide, chromium carbide, hot pressing.
Chukhlanov, Light heat-resistant polymer concretes based on oligooxyhydridesilmethylensiloxysilane and hollow spherical fillers, Magazine of Civil Engineering, 90 (2019) 37-46
Structure and properties of two-layer coatings, Surface Engineering and Applied Electrochemistry, 54(6) (2018) 535-545
Permyakova, Influence of etching and annealing on evolution of surface structure of metallic glass, Proceedings of SPIE - The International Society for Optical Engineering, 5400 (2004) 265-268

Advanced and Simplified Modeling Approaches for the Study of the Bond Behavior of FRP Systems on Curved Masonry Substrates Elisa Bertolesi1,a, Mario Fagone2,b, Ernesto Grande3,c*, Gabriele Milani4,d, Tommaso Rotunno5,e 1College of Engineering, Design and Physical Sciences, Brunel University London, Howell Building 236, Kingston Lane, Uxbridge, Middlesex UB8 3PH, UK 2Department of Civil and Environmental Engineering (DICEA), University of Florence, piazza Brunelleschi 6, 50121, Florence (Italy) 3Department of Engineering Sciences, University Guglielmo Marconi, Via Plinio 44, 00193 Rome, Italy 4Department of Architecture, Built environment and Construction engineering (ABC), Politecnico di Milano, Piazza Leonardo da Vinci 32, 20133, Milan, Italy 5Department of Architecture (DIDA), University of Florence, piazza Brunelleschi 6, 50121, Florence (Italy) aElisa.Bertolesi@brunel.ac.uk, bmario.fagone@unifi.it, ce.grande@unimarconi.it, dgabriele.milani@polimi.it, etommaso.rotunno@unifi.it

Effectiveness of Polypropylene Fiber Reinforced Concrete in Enhancement of Long-Term Durability of Hydraulic Structures Asad Zia1,a and Majid Ali1,b 1Department of Civil Engineering, Capital University of Science & Technology, Islamabad, Pakistan aasadzia005@gmail.com, bmajid.ali@cust.edu.pk Keywords: Concrete Hydraulic Structures, Long-term Durability, Linear Shrinkage and Water Absorption, Polypropylene Fiber Reinforced Concrete Abstract: The long-term durability of concrete hydraulic structures can be improved by controlling their rate of water absorption and linear shrinkage.
K: International Journal of Engineering Research and Applications, 2(4), 215-219. (2012)
V: M.Sc. thesis, Department of chemical engineering, Newark college of engineering, New Jersey. (1964)

Wu 3,d 1 College of Civil Engineering, Hunan University, Changsha, Hunan PR China； 2 Department of Building and Construction, City University of Hong Kong, Tat Chee Avenue, Kowloon, Hong Kong 3 College of Science and Technology, Jinan University, Guangzhou, Guangdong, PR China a zhilunhai1979@163.com, bbcqsli@cityu.edu.hk , czhn88@263.net, dwjr@jnu.edu.cn Key words: wind effect, reinforced concrete structure, tall building, typhoon, full-scale measurement, dynamic response Abstract: This paper presents the field measurement results of wind effects on the world's tallest reinforced concrete building (CITIC Plaza, 391 m high) located in Guangzhou during the passage of typhoon Pabuk on August 10, 2007.
Although the measured values are slightly larger than the predicted one, the empirical formula recommended by AIJ is regarded to be applicable to engineering practice.
Wind Loading in Hong Kong: Commentary on the Code of Practice on Wind Effects Hong Kong-1983, Hong Kong Institution of Engineers, Hong Kong, 1983
[2] Li, Q.S., Fang, J.Q., Jeary, A.P. and Wong, C.K, Full scale measurement of wind effects on tall buildings, Journal of Wind Engineering and Industrial Aerodynamics, 74-76(1998),p.741-750.

Modeling Testing of Reinforced Concrete Block Masonry Structures Liang Huang 1,a , Shengyun Chen 1,b， Chuxian Shi 1,c，Xiang Gao1,d 1 College of Civil Engineering， Hunan University， Changsha 410082，China a huangliangstudy@126.com;b potchensy@163.com ; cshichuxian@sina.com;d gx8617998@126.com Keywords: Reinforced masonry , Model testing, simple similar model Abstract: Integrated simple and complete model similarity theory of this structure are set up in this paper.
Journal of Structural Engineering, 1994, 120(3):925-947
Earthquake Engineering and Structural Dynamics, 1999, 28:1541-1566
Earthquake Engineering and Structural Dynamics,2001,30:819-834

SDOF models for RC and FRC circular plates under blast loads Matteo Colombo1,a and Paolo Martinelli1,b Department of Structural Engineering - Politecnico di Milano, P.za L. da Vinci 32, 20133 Milan, Italy amcolombo@stru.polimi.it, bpmartinelli@stru.polimi.it Keywords: blast loadings, pressure--impulse diagrams, circular plates, SDOF systems.
Considering the increasing importance that shock tubes have assumed in the last few years in the structural engineering field, the present study aims at proposing simplified tools capable of investigating the structural response of simply supported and on-grade plates subjected to blast loads.
Martinelli, Pressure--impulse diagrams for RC and FRC circular plates under blast loads, European Journal of Environmental and Civil Engineering, (accepted) (2011)
Ng, Pressure impulse diagrams for the behavior assessment of structural components, International Journal of Impact Engineering, Vol. 35 (2008), 771-783