Search results

Residual stress engineering is a field of engineering aiming to improve the economic and ecological impact of future aircraft structures by controlling the residual stresses induced by Laser Shock Peening (LSP).
This engineering field can be identified as Residual Stresses Engineering aiming at improving the economical and ecological impact of future aircraft structures by controlling the residual stresses.
· The use of LSP in civil aircraft repair environment is very challenging with the current systems available.
Konagai, “Laser Processing for Underwater Maintenance in Nuclear Plants”, Proceeding of the 3rd JSME/ASME Joint International Conference on Nuclear Engineering, Kyoto, Vol. 3 (1995), 1489-1494
Bron, “Improvement of Damage Tolerance of Laser Beam Welded Stiffened Panels for Airframes via Local Engineering”, Int.

Thermal conductivity of geopolymers and some common engineering materials.
Thermal resistance of geopolymers and some common engineering materials.
Komlev, Calcium Phosphate Based Bioceramics for Bone Tissue Engineering, first ed., Trans Tech Publications Ltd, Pfaffikon, 2008
Padhy, An experimental approach on geopolymeric recycled concrete using partial replacement of industrial byproduct, International Journal of Civil and Structural Engineering 3 (2012) 141-149
Hwang, Recycling of solar panel waste glass as a partial replacement of metakaolinite in the production of geopolymers, The Open Civil Engineering Journal 6 (2012) 239-248

These constraints can be of the following types: - technical (structural, design and plant engineering constraints) - regulatory (environmental, urban planning, landscaping and building constraints); - procedural (authorisation constraints).
In addition, Via Portuense is an urban thoroughfare that has good services, both at an urban and local level, with several transport links (by rail and road) to the rest of the city and to Rome's universities; b) aspects of structural, plant engineering and power supply improvement: the building-city has a concrete, modular structure with load-bearing walls that would allow the conversion to the types of houses envisaged and would not impede the modernisation of the building-city's plant engineering; c) regulations: the possibilities provided by the current environmental, urban planning and building regulations in Italy and Lazio (2013) would allow the planning of a legitimate redevelopment project in terms of legislative requirements; More specifically, the assumed proposals include the following, with regard to: - sizing: a rationalisation of the existing housing types through a gradual restructuring of the building-city to create the necessary 78,000 m2 of living space for rehousing
; On the basis of studies regarding the supply and demand of social housing and the market prices offered for similar services and works, and using the “Campus X” best practice as a bench mark, the following assumptions were made: - redevelopment costs: cost of building restructuring (housing types, plant engineering and finishing), with bracing to retain the reinforced concrete structure in compliance with anti-seismic regulations, of €820/m2; €430/m2 (extraordinary maintenance) for the part already used for services; an investment of approximately €126.6 million; - financial investment: 17.5% from the Ater (about € 22 million), 82.5% from an implementing body/private financier (about € 104,6 million).
In: The 2nd International Conference on Civil, Architectural and Hydraulic Engineering (ICCAHE 2013).
In: 2nd International Conference on Civil Engineering, Architecture and Sustainable Infrastructure (ICCEASI 2013).

Lawagon3,c* 1Center of Green Nanotechnology Innovations for Environmental Solutions, Chemical Engineering Department, College of Engineering, University of Mindanao, Matina, Davao City, Philippines 2Center of Green Nanotechnology Innovations for Environmental Solutions, Civil Engineering Department, College of Engineering, University of Mindanao, Davao City, Philippines 3Research and Publication Center, University of Mindanao, Matina, Davao City, Philippines ajmanota@umindanao.edu.ph, broumel.alvarez@umindanao.edu.ph, cclawagon@umindanao.edu.ph Keywords: Coconut husk fiber, self-healing, fiber-reinforced composite Abstract.
Figueiredo, “Using coconut husks in a full-scale decentralized wastewater treatment system: The influence of an anaerobic filter on maintenance and operational conditions of a sand filter,” Ecological Engineering, vol. 127, pp. 454–459, Feb. 2019, doi: 10.1016/j.ecoleng.2018.12.021
Premkumar, An Experimental Study on Behaviour of Concrete Reinforced with Bristle Coir Fibers,” International Journal of Civil Engineering and Technology, vol. 8, no. 3, pp. 982–990, 2017, [Online].
Chaudhary, “Experimental Investigation on the Thermal Behavior of Untreated and Alkali-Treated Pineapple Leaf and Coconut Husk Fibers,” International Journal of Applied Science and Engineering, vol. 7, no. 1, pp. 01–16, 2019, doi: 10.30954/2322-0465.1.2019.1

The numerical experimental investigation on damage zone of surrounding rock of deep tunnel based on the elastic-plastic-brittle constitutive model Wang DaGuo 1,a, Miao Jinxi1, Li Qiang 2 1The research center for material failure modeling, Dalian University, Dalian, 116622, China 2 Department of Civil Engineering, The University of Hong Kong, Hongkong, 999077, China adan_wangguo@163.com Key words: rock failure; rock caverns; rock stress Abstract: A particular elastic-plastic-brittle constitutive model, considering the heterogeneity of rock and the features of deep engineering, is presented, in which the multiple yield criteria based on stress space and ductile failure criteria based on strain space are adopted, and the numerical method is FEM.
Ren: Chinese Journal of Rock Mechanics and Engineering Vol. 19 (2000), p. 577–583 (in Chinese)
Wang: Mechanics in Engineering Vol. 30(2008), p.64–67 (in Chinese)
He: Chinese Journal of Rock Mechanics and Engineering Vol. 26(2007), p. 982–986 (in Chinese)
Cai: Rock Mechanics and Engineering (Science press, China 2002) (in Chinese)

China 2 School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730030, P.R.
Taking Suoertou landslide as an example In this paper, on the basis of investigation and study, general situation of Suoertou landslide is introduced, then the stable state is analyzed, calculated and evaluated, the conclusion is a depend basis for later treatment. 1, Introduction Land slope is one of the highest frequency and most damaging geological hazard, once the land slope lost its stability, it can cause huge life and property losses of people, and the safety of all kinds of engineering.
The capacity of erosion and side corrosion is weaker on the west of Bailong river because there are many huge stones. the capacity is strong on the east of landslide leading edge as the reason of lacking the resistant of huge stone and fine gravel and Suoertou power station. ④ Geological Structure and seismic There are developed many fault from north to west, it regards Pengding~Huama fault as principle, and Suoertou landslide is located the kern of fault, the complicated Geological Structure supply a condition for landslide. ⑤ human engineering activity There is strong human engineering activity in the exploration area.
The Stability Analysis of Soil Slope (China Water Conservancy and Hydropower Press, Beijing, 2003) [2] Chi Shulan, Kong Shuxiang: embankment engineering.
(Chinese Railway Press, Beijin 2002) [3] Code for investigation of landslide prevention engineering,（DZ/T0218-2006） [4]Technical specification for design and construction of the landslide control project (DZ/T0219-2006)

Center of Sciences and Technology, Department of Mechanical Engineering, Av.
Aprígio Veloso, 882, Bodocongó, Zip Code 58429-900, Campina Grande, PB, Brazil 2LFC – Laboratory of Building Physics, Civil Engineering Department, Faculty of Engineering, University of Porto, Porto, Portugal. 3Federal University of Ceará, Department of Materials Engineering , Juazeiro do Norte, CE, Brazil 4Federal University of Campina Grande (UFCG).
Center of Sciences and Technology, Department of Materials Engineering, Campina Grande, PB, Brazil.
Applications are found in civil, military, industrial, space craft and biomedical sectors and involves, for example, automotive and building industries, railways, the gear case, main doors, luggage racks, floor/roof panels, berths, chair backings, interior panels and partitions, interior furnishing and seating, modular toilets, and lightweight coaches.
Callister Jr., Materials Science and Engineering an Introduction, John Wiley & Sons, Inc, New York 2007

There are also others field which applied SHM such as civil, architecture, mechanical system and marine.
SHM is a method that aims to identify the health of an engineered system throughout its lifecycle [26].
[8] Rytter, A., Vibration based inspection of Civil engineering structures, in Department of Building Technology and Structural Engineering. 1993, University of Aalborg: Denmark
Pai, Journal of Wind Engineering and Industrial Aerodynamics Vol. 85(3) (2000) 309-324
Jaehwan, International Journal of Precision Engineering and Manufacturing Vol. 12(6) (2011) 1129-1141

Applications of Modified Equivalent Load Method in the Possibility of the Transportation of Large Equipment Juntao Kang1, a, Huihui Zhang1, b 1School of Civil Engineering and Architecture, Wuhan University of Technology, China ajtkang@163.com, bzhanghuihui0726@163.com Keywords: Transportation of Large Equipment; Modified Equivalent Load Method; Influencing Factor; Bridge Bearing Capacity Abstract.
Finally this seeks to verify and modify the accuracy and convenience of equivalent load discriminative method through engineering examples and thus suggests a concise and practical method for engineers and technicians： 工程师和技术员们 to conduct feasible study for bridge transportation for large scale equipments.
Engineering Example The South Power Grid of China plans to build ±800KV UHV converter stations in Simao section in the southern Yunnan, which transports 330 tons of transformers by application of Nicholas axis with 3 columns of 15 car plate.

Analysis of fiber reinforced laminated timber beams Carlos Augusto Abade Bertoline1,a*, Nilson Tadeu Mascia2,b, Cilmar Donizeti Basaglia3,c and Bruno Fazendeiro Donadon4,d 1, 2, 3, 4Department of Structural Engineering, Civil Engineering, Architecture and Urbanism School, University of Campinas - Rua Saturnino de Brito, 224, Campinas, SP, Brazil.
When compared to other conventional engineering materials that can be used as structural reinforcement, Vectran® fibers great benefit regarding the strength-to-weight ratios.
Figure 8 - Estimated Weight Comparison between Vectran® and non-reinforced beam [kg] Conclusion The theoretical analysis revealed that the implementation of the Vectran® fiber on civil construction as structural reinforcement is possible, considering both economical and technical aspects of its application.
Conference: First RILEM Symposium on Timber Engineering.
Key Engineering Materials (Online). v.600, p.97-104.