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W. 1 Department of Mechanical Engineering, University of Bristol, BS8 1TR, UK 2 Department of Aerospace Engineering, University of Bristol, BS8 1TR, UK p.wilcox@bristol.ac.uk Keywords: modeling, guided waves, probability of detection Abstract.
O'Brien, E.W. (2002) "An Experimental Mechanics Approach to Structural Health Monitoring for Civil Aircraft" in Gdoutos, E.E.
(Eds.), Fatigue Crack Measurement: Techniques and Applications, Engineering Materials Advisory Service Ltd., pp. 173-205.
Rogers, L.M. (2001) "Structural and Engineering Monitoring by Acoustic Emission Methods - Fundamentals and Applications", Lloyd's Register Technical Investigation Department.
(Eds.), Fatigue Crack Measurement: Techniques and Applications, Engineering Materials Advisory Service Ltd., pp. 207-287.

Mohd-Asharuddin, and Azizul-Rahman M-F-H Department of Water and Environment, Faculty of Civil and Environmental Engineering, Universiti Tun Hussein Onn Malaysia, 86400 Parit Raja, Batu Pahat, Johor, Malaysia anorzila@uthm.edu.my Keywords: Biosorption, Biosorbent, Fruit waste, Heavy metal Abstract.
Minerals Engineering. 19, 380-287
Biotechology Engineering. 35, 320-325
Minerals Engineering. 19, 380-387
Chemical Engineering Journal. 185-186. 82-90.

Research On Mechanical Properties Of Nano-Concrete Yizhi Yan 1, a, Zhimin Su 1,b , Liang Wu 1,c 1 College of Electric Power Engineering, Kunming University of Science and Technology, Kunming PRC, 650500 aEmail: yanyizhi@126.com; bemail: yysdszmi@163.com; cemail: 869770779@qq.com; Keywords: Nano-materials, High performance concrete, Smart concrete, Special features.
When part of cement in concrete was replaced by the silica fume, this could reduce the heat of hydration without reducing the strength, this was used for manufacturing the high performance concrete which had high strength and low heat, which could be used in mass concrete engineering.
Zhejiang University of Technology, Harbin Institute of Technology and Shenyang Institute of Architectural Engineering, further studied the modification of nano-SiO2 and silica fume for the cement-based materials, the results showed that, nano-SiO2 materials could significantly reduce the structural defects of the cement paste and improve the strength of hardened cement paste.
This intelligent concrete could be used for the real-time and long-term health monitoring of the large and important civil engineering structures, it had important significance to timely prevent the cracking and damage of concrete, and to prevent serious incidents.
Engineering of SiO2 nanoparticles for optimal performance in nano cementbased materials.

.), Mechanical Engineering, Intech 2012, pp. 159-180.
Mahapatra, Prediction and analysis of sliding wear performance of fused deposition modelling-processed ABS plastic parts, Proceedings of the Institution of Mechanical Engineers, Part J: Journal of Engineering Tribology (2010) 224: 1261
Rymuza, Tribology of Polymers, Archives of civil and mechanical engineering, Vol.
Sinha, Wear of polymers, Proceedings of the Institution of Mechanical Engineers, Part J: Journal of Engineering Tribology, 216, (2002) 401

Strength Evaluation of Marine Soil Treated with Cockle Shell and Nano Silica via Consolidated Undrained Testing Ahmad Azizi Harun1,a, Mohd Nazri Ngah1,b, Masyitah Md Nujid1,c*, Noorsuhada Md Nor1,d 1Faculty of Civil Engineering, Universiti Teknologi MARA Cawangan Pulau Pinang, Kampus Permatang Pauh, Pulau Pinang, Malaysia aahmadaziziharun@gmail.com, bmohdnazringah@gmail.com , cmasyitahmn@uitm.edu.my, dida_nsn@uitm.edu.my Keywords: treated marine soil; composite material; cockle shell; consolidated undrained testing.
Nanomaterials have attracted significant interest in the engineering field due to their ability to enhance the properties of various materials [7].
The difference in cohesion values suggests that pore pressure significantly influences soil behaviour, emphasizing the need for drainage consideration in engineering applications.
Kushairi Rahman, “Effect of cockle shell powder as sustainable additive on geotechnical engineering properties of stabilized soil,” Arab.
Taha, “Recent Developments in Nanomaterials for Geotechnical and Geoenvironmental Engineering,” MATEC Web Conf., vol. 149, pp. 4–8, 2018, doi: 10.1051/matecconf/201714902004

Approach for the Development of Forming Tools for Radial Rotation Profile-Forming Robert Laue1,a*, Sebastian Härtel1,b, Birgit Awiszus1,c 1Chemnitz University of Technology Faculty Mechanical Engineering Institute for Machine Tools and Production Professorship Virtual Production Engineering Reichenhainer Str. 70 09126 Chemnitz/Germany arobert.laue@mb.tu-chemnitz.de, bsebastian.haertel@mb.tu-chemnitz.de, cbirgit.awisuis@mb.tu-chemnitz.de Keywords: Incremental sheet forming, Finite element method (FEM), Tool geometry, Radial Rotation Profile-Forming Abstract.
Summary and Conclusion This paper presents the newly developed incremental forming process, Radial-Rotation Profile Forming, which was invented at the professorship Virtual Production Engineering at the TU Chemnitz.
Procedia Engineering 184, 497–505
Archives of Civil and Mechanical Engineering 12, 2, 113–118
Simufact Engineering, Hamburg.

Journal of the Japan Society of Erosion Control Engineering, Vol.74, No.6:11-19.
Journal of the Japan Society of Civil Engineering.
Journal of Japan Society of Erosion Control Engineering, Vol.68, No.2: 14-22.
Proceedings of the 2005 Japan Society of Erosion Control Engineering Conference: 226-227.
JSCE, Journal of Structural Engineering, Vol.55A: 1283-1295.

Zhang 1,b 1 Nanyang Institute of Technology, Department of Civil Engineering, 80 Changjiang Road 473004 Nanyang-China a mzj0722@126.com, b s-j-z668@163.com Keywords: Damage, Detection, Support reaction, Displacement.
"Damage detection by means of structural damping identification", Engineering Structures, vol. 30, 2008, p.3497-3504
"Statistical damage assessment of framed structures from static responses", Journal of Engineering Mechanics, vol. 126 (4), 2000, p.414-420
"Damage identification using modal data: experiences on a prestressed concrete bridge", Journal of Structural Engineering, vol.12, 2005, p.1898-1919
"Damage identification on the Tilff Bridge by vibration monitoring using optical fiber strain sensors", Journal of Engineering Mechanics, vol.2, 2007,p.185-193

Piotr Omenzetter’s work within the LRF Centre for Safety and Reliability Engineering at the University of Aberdeen is supported by Lloyd's Register Foundation (LRF).
LRF supports the advancement of engineering-related education, and funds research and development that enhances safety of life at sea, on land and in the air.
Shiojiri, A study on dynamic design of pedestrian over-bridges, Transactions of the Japan Society of Civil Engineers 4 (1972) 50-51
Choudhuri, Vibration study of a proposed fitness center adjacent to a server room, in: Proceedings of the Fifth Congress of Forensic Engineering, ASCE, Reston, 2009, pp. 318-324
Zumpano, On the optimal sensor placement techniques for a bridge structure, Engineering Structures 27 (2005) 1488-1497

Meso-structure and transport performance of near-surface concrete Lipeng Wu1, a, Jinbo Yang2,b 1 school of civil engineering, Shijiazhuang Tiedao University, No. 17 Northeast, Second Inner Ring, Shijiazhuang 050043, China 2 school of material science and engineering, Beijing University of Technology, No. 100 Pingguoyuan Rd, Beijing 100124, China alipengwu@outlook.com, byangjinbo@tsinghua.org.cn Keywords: Concrete; Durability; Permeability; Analytical modeling Abstract.
Introduction All engineering structures are situated in a certain environment, and the environmental effects are applied to structures through the surface.
The late Chinese engineering academician Wu Zhongwei [12] suggested ITZ thickness is no more than 100 .
Dover Publications Inc, 2005 [3] Cho, S., Yang, C., Huang, R., Influence of aggregate content on the transport properties of mortar using accelerated chloride migration test, Concrete Science and Engineering, 14(2002)84-90 [4] Yang, C., Cho, S., Influence of aggregate content on the migration coefficient of concrete materials using electrochemical method, Materials Chemistry and Physics. 80(2003)752–757 [5] Shuguang, Li, Three Dimensional Simulation of Drying Shrinkage Micro-cracking in Numerical Concrete Reconstructed from CT Images.
Chinese Journal of Rock Mechanics and Engineering (in Chinese), 24(2005):3107-3112 [9] Shah, S.P., High performance concrete: past, present and future, In: Proceedings of High Performance Concrete - Workability, Strength and Durability, Hong Kong, 2000, pp3-29 [10] Jinbo, Yang, Experimental Research on the Structure and the In-situ Test Method for the Permeability of Cover Concrete.