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bSchool of Material Engineering and Mineral Resources, Universiti Sains Malaysia,14300 Seri Ampangan, Pulau Pinang, Malaysia.
Fibre-metal-laminated composites that consist of aluminium and carbon fibre/epoxy was widely use in engineering fields such as in aerospace and civil application.
Introduction Fibre-metal-laminates (FMLs) or hybrid composites are lightweight material that offers alternatives to engineering metals.
Aramid-Aluminium-Laminates, known as ARALL was the earliest FMLs which developed 1978 in the Faculty of Aerospace Engineering at the Delft University of Technology.
These FMLs were very popular in civil application such as pressure vessel for Self-Contain Breathing Apparatus (SCBA) and Compressed Natural Gas (CNG) tank for Natural Gas Vehicles (NGV) (ISO11439, 2000 and Marzuki, 2012).

Oliveira1,d 1 ISISE, University of Minho, Department of Civil Engineering, Portugal 2KU Leuven, Department of Civil Engineering, Building Materials and Technology Division, Belgium abahmanghiassi@civil.uminho.pt, bels.verstrynge@bwk.kuleuven.be, cpbl@civil.uminho.pt, ddanvco@civil.uminho.pt Keywords: Acoustic emission; FRP; strengthening; masonry; debonding.
Acoustic emission testing - basics for research - applications in civil engineering.

These models will be selective forms of tensioned membrane structure for design engineers and architect to ponder on as it is a resource efficient structure hence preventing further damage to the environment.
Procedia Engineering, 155 (2016), p. 332-341
PhD Thesis, Universiti Sains Malaysia, School of Civil Engineering, Nibong Tebal (2011)
Iranica Journal of Energy & Environment 4 {(3) Geo-hazards and Civil Engineering)} (2013), p. 251-257
International Journal of Structural and Civil Engineering Research, 4 (4) (2015), p. 331-335

Finite Element Analysis of Axially Loaded RPC Filled Long Circular Steel Tube Columns Zhigang Yan 1, a, Jun Yang 2,b and Hua Luo 3,c 1 School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China 2 School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China 3 School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China ayanzhg@bjtu.edu.cn, b10121368@bjtu.edu.cn, c11115298@bjtu.edu.cn Keywords: concrete-filled steel tube, reactive powder concrete, axially loading, finite element analysis, ultimate bearing capacity Abstract: In recent years, Reactive Powder Concrete (RPC) has been concerned by the structural engineers and researchers.
The research could provide a reference for engineering application.

Finite Element Analysis of Material Mechanics Experiment Sun Yi1, a, Liu Yuancai2,b and Yao Shunzhong3,c 1 Experimentalist,Experimental Teaching Center of Provinical Structural Engineering of Civil and Engineering,Southwest forestry university, China 2 Professor ,Dept. of Civil and Engineering, Southwest forestry university, China 3 Experimentalist,Experimental Teaching Center of Provinical Structural Engineering of Civil andEngineering,Southwest forestry university, China asunyi3@126.com, byuancailiu@126.com, cyshzh314@126.com Keywords: finite element; mechanics experiment; ANSYS; stress analysis Abstract.
Introduction Mechanical engineering colleges is an important technology basic course[1], is very strong engineering courses, and experimental mechanics of materials is an important part of the course[2][3].
Conclusion In the experiments of mechanics of materials in current, this paper introduces the finite element analysis software ANSYS, through the application of the finite element method to simulate the pure bending beam test, the abstract concept of material mechanics expressed in very intuitive form, and it is verified by experiments, the innovative engineering education has developed a method for engineering education, provide an effective way for the innovation of experimental mechanics of materials.
Acknowledgement This work was financially supported by the Provincial Special Major Project of Forest Engineering(project number: 501035).
Testing principle of the strain gauge and its application in engineering [J].

Valarelli4, f 1 Department of Structural Engineering, São Carlos Engineering School, University of São Paulo (EESC/USP), São Carlos, 13566-590, Brazil. 2 Department of Civil Engineering, Federal University of São Carlos, São Carlos, 13565-905, Brazil. 3 Faculty of Engineering and Architecture, FUMEC University, Belo Horizonte, 30130-009, Brazil. 4 Department of Civil Engineering, State University of São Paulo “Júlio de Mesquita Filho”, Bauru, 17033-360, Brazil.
Compression parallel to grain tests were carried out within the Wood and Timber Structures Laboratory (LaMEM), Department of Structural Engineering (SET), São Carlos Engineering School (EESC), University of São Paulo (USP), with the aid of universal testing machine AMSLER, load capacity 25 tons.
Thesis (Ph.D. in Structural Engineering).
Journal of Civil Engineering Research.
Engineering Failure Analysis.

Developing of Hydration Heat of the Massive Foundation in the Třinecké Železárny Radim Cajka1,a, Jana Vaskova2,b*, Pavlina Mateckova3,c, Kamil Burkovic4,d 1-3Department of Structures, Faculty of Civil Engineering, VSB - Technical University Ostrava, Ludvika Podeste 1875/17, 708 33 Ostrava – Poruba, tel: +420 597 321 344, Czech Republic 4Arming Ltd.
-E., Cohesive fracturing and stresses caused by hydration heat in massive concrete wall, Journal of Engineering Mechanics 129 (1), pp. 21-30, 2003
Engineering Mechanics, pp. 95-98, ISBN 978-80-87012-33-8, WOS: 000313492700017, 2011
[4] Čajka, R., Šmiřáková, M., Vašková, J., Experimental testing of shear resistance on SFRC slab structures, Materials Science Forum, Volume 893 MSF, Pages 363-3684th International Conference on Mechanical Engineering, Materials Science and Civil Engineering, ICMEMSCE 2016; Sanya; China, 2017
Proceedings of the 13th International Conference on Civil, Structural and Environmental Engineering Computing, CC 2011. 10p., Chania, Crete, Greece, 6 September 2011 through 9 September 2011,ISBN 978-1-905088-45-8, doi:10.4203/ccp.96.208, 2011

Prediction of Concrete Strength Using Fuzzy Neural Networks Jing Xu1, 2,a, Xiuli Wang1,b 1 College of Civil Engineering , Lanzhou University of Technology, Gansu, Lanzhou, 730050, China 2 College of Civil Engineering , Qingdao Technological University, Shandong, Qingdao, 266033, China ajingxu180@163.com, bwangxl@lut.cn Keywords: Adaptive Neuro－Fuzzy Inference System (ANFIS); Takagi-Sugeno Fuzzy Rule; Fuzzy Neural Networks (FNN); Concrete Undamaged Inspection; Concrete Strength Prediction Abstract.
Recently the durability failure of RC structure is becoming a world problem by which the field of civil engineering is greatly plagued.
It is well recognized that the prediction of concrete strength is important in the quality control of concrete in new engineering and quality assessment of concrete in existing engineering.
The method gives facilities for the engineers, and decreases the local damage in structure.
Engineering Structures, 25(2003), p.849-857 [4]Guillaume, S., “Designing fuzzy inference systems from data: An interpretability oriented reviews,” IEEE Trans.

THE STUDY ON PERFORMANCE OF SINGLE-LAYER CYLINDER SHELLS WITH SEMI-RIGID BOLT-BALL JOINTS Wen Ming1,a, Wang Xin-Fang1, Deng Zi-Chen2 1 School of Civil Engineering and Architecture, Nanchang University, Nanchang, 330031,China 2 School of Mechanics, Civil Engineering and Architecture, Northwestern Polytechnical University, Xi’an 710072, China awmnpu@163.net Keyword: bolt-ball joint, semi-rigid joint, single cylinder shell Abstract: A bolt-ball is a commonly joint form in latticed shells.
Nonlinear instability structures in civil engineering [C].
China Civil Engineering Journal, 2010,43(4): 8-15 (In Chinese) [5] Technical specification for latticed shells.
China Civil Engineering Journal., 2009, 42(2):45-52 (In Chinese) [7] Xinmin Wang.
Ansys engineering structure numerical analysis.

Influence of microreinforcing fibres and plasticizing additives on properties of fine-grained concrete, Bulletin of Volgograd State University of Architecture and Civil Engineering.
Volgograd State University of Architecture and Civil Engineering.
Influence of the type of foam-forming agent and modifies on strength and density of foam-fiber-concretes / Volgograd State University of Architecture and Civil Engineering bulletin.
Influence of hollow glass microspheres on light fine-grained concretes/ Volgograd State University of Architecture and Civil Engineering bulletin.
Influence of nanocarbon additives and hollow glass microspheres on fiam-fiber concretes/ Volgograd State University of Architecture and Civil Engineering bulletin.