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Online since: August 2014
Authors: Shi Dong Yang, Zhi Dong Liu, Lu Hua Liao
Effect of Temperature and the Altitude of Filler on Biological Activated Carbon Performance Shidong Yang 1,a, Luhua Liao 1,a, Zhidong Liu 2,a 1 School of Civil Engineering and Architecture, Northeast Dianli University, Jilin City, P R China 2 School of Chemical Engineering, Northeast Dianli University Jilin City, P R China a 15981105115@163.com Keywords: BAC; Nitrate nitrogen; Turbidity; UV254 Abstract.
Online since: August 2013
Authors: Yu Qin Guo, Fu Zhu Li, Wei Chen, Zhao Meng, Juan Guo
An integrated manufacturing process of CFRP parts based on RFI and cutting process Yuqin Guo1,a, Zhao Meng 1,b, Fuzhu Li2,c, Wei Chen 1,d, Juan Guo 1,e 1 School of Mechanical Engineering, Jiangsu University, Zhenjiang 212013, China 2 School of Mechanical and Electrical Engineering, Jiangsu Normal University, Xuzhou 221116, China ayqguo9@163.com,b 664858962@qq.com, clifuzhu@163.com, dchen_wei@ujs.edu.cn, eguoj@ujs.edu.cn Keywords: CFRP parts; Cutting; Machining process; Cross-section quality; Dies Abstract: Due to the prominent mechanical and physical properties, CFRPs have a broad application prospects in many domains.
Furthermore, by comparing the cross-section quality of CFRP parts obtained from the proposed integrated manufacturing process with that of drilling, mechanical machining and laser cutting, the integrated manufacturing process is verified to be feasible, cost-effective and capable of avoiding subsequent machining processes of difficult-to-machine CFRPs. 1 Introduction Due to the superior mechanical and physical properties, such as the high specific strength, high specific stiffness, nice thermal stability and vibration absorbing property, outstanding fatigue, wear and corrosion resistance, CFRPs have a broad application prospects in various domains covering the aeronautics, astronautics, civil architecture and transportation industry [1].
Online since: March 2013
Authors: Zi Han Yang, Xin Xi Liu, Ge Wang, Shi Xiong Tang, Zhong Jie Wu
Research on the Softening and Disintegration Mechanism of Carbonaceous Shale Xinxi Liu 1,a, Zhongjie Wu 2,b, Ge Wang 1,c, Zihan Yang1,d and Shixiong Tang1,e 1College of Civil Engineering and Architecture, Changsha University of Science and Technology, Changsha, Hunan, 410114, China 2Guangxi Highway Investment Company, Nanning, Guangxi, 530021, China aliuxinxi1963@126.com,bWYHRABB@163.com,c515862634@qq.com, d812317197@qq.com,e289489361@qq.com Keywords: Carbonaceous Shale, Scanning Electron Microscope, Microstructure, Disintegration Mechanism.
The carbonaceous shale that widely distribute along the highway from Six village of Guangxi to Yizhou have the characteristics of uneven distribution, uneven composition and uneven properties, the component and structure are complex, the rock blocks can be disintegrated into soil who have low intensity and poor engineering quality under the action of atmospheric environment and dry-wet cycle【1】.
Online since: February 2013
Authors: Shu Hui Xu, Yong Li, Ling Fei Cui
Experimental Study on the Solar Air Collector Module Used in Northern Rural Shuhui Xu1, a, Yong Li2, b and Lingfei Cui3, c Beijing University of Civil Engineering and Architecture, Beijing, 100044 axushuhui@bucea.edu.cn, baaly_110@126.com Keywords: solar; air collector module; experimental research; corrugated collector plates; rural areas.
Acknowledgements Project supported by the Beijing Municipal Commission of Education (KM201110016002), and Beijing Municipality Key Lab of Heating, Gas Supply, Ventilating and Air Conditioning Engineering.
Online since: September 2012
Authors: P. Rizzo
Rizzo Laboratory for Nondestructive Evaluation and Structural Health Monitoring Studies Department of Civil and Environmental Engineering, 3700 O’Hara Street, 942 Benedum Hall, Pittsburgh, PA 15261, USA pir3@pitt.edu Keywords: Underwater systems, seabed, Structural Health Monitoring, Nondestructive Testing, Sensing Technology.
Irrespective of the engineering system being assessed, the inspection is carried out applying non-destructive evaluation (NDE) techniques that closely resemble topside NDE tools, i.e. tools that are direct applications or modifications of techniques employed in dry conditions [1].
Rizzo: Book chapter in Sensor technologies for civil infrastructures: performance assessment and health monitoring, submitted
Zanoli: Engineering Applications of Artificial Intelligence 11(2) (1998), p. 257
Online since: August 2020
Authors: Meriem Fakhreddine Bouali
Comparative Analysis of Young’s Modulus Predictions for Lightweight Aggregate Concrete Meriem Fakhreddine Bouali Department of Civil Engineering, Faculty of Sciences &Technology, University of Mohamed Cherif Messaadia, Souk Ahras, Algeria m.bouali@univ-soukahras.dz, b.meriemfakhreddine@gmail.com Keywords: Concrete, lightweight aggregate, two-composite models, young’s modulus.
To conduct any computer simulation of structure, engineers must be aware of the value of young modulus.
Muhammad Riaz Chen, Bing., Experimental research on the performance of lightweight concrete containing foam and expanded clay aggregate, Composites Part B: Engineering., 171 (2019), 46-60
Civil Eng.
Online since: November 2016
Authors: Wen Jun Chen, Jing Song Chen, Wen Bo Cheng, Lu Chun Zhao
Introduction At present ,in large civil aircraft ,The Boeing 777 vertical tail, horizontal tail, rear air-tight box, cabin floor beams, flaps, ailerons, engine cowlings, bay doors, fuselage and wing-covering all use in composite materials.
The large-scale application, in the civil aircraft, of composite materials field design and production provides opportunities on airworthiness and maintenance.
We can know that the inner damages of structure’s production, extension and polymerization is one of the important reason which causes structural failure by analysis of many accidents of engineering structures.
Up to now, there were many researchers who have been studied the composite’s failure mechanism in the application of engineering structures, and making some progress.
International Journal of Impact Engineering, Vol.38 (8), P.677-685(2011).
Online since: May 2022
Authors: Miloud Hamadache, Hind Hidayet Sallai, Belkacem Ziregue, Abdelkadir Belghit, Nasr Eddine Bouhamou
The Effect of the Calcined Dam’s Mud as Supplementary Cementitious Materials on Thermal Insulation Abdelkadir Belghit1,a*, Nasr Eddine Bouhamou1,b, Miloud Hamadache2,c, Hind Hidayet Sallai3,d, Belkacem Ziregue1,e 1Abd el Hamid Ibn Badis University (UMAB), Faculty of Science and Technology, Laboratory of Materials and Construction Process (LMPC), Belhacel street 27000, Mostaganem, Algeria 2Relizane University Center, Department of Civil Engineering, Relizane, Algeria 3Bayadh University Center, Department of Civil Engineering, Bayadh, Algeria aabdelkadir.belghit.etu@univ-mosta.dz, bnbouhamou@yahoo.fr, chamadache.miloud@yahoo.fr, dsallaihind5@gmail.com, eziregue.kacem@gmail.com Keywords: Building envelope, Calcined dam’s mud, Apparent density, Water absorption after immersion, Thermal conductivity.
Journal of Building Engineering, 42 (2021) 103038.https://doi.org/10.1016/j.jobe.2021.103038
Online since: September 2005
Authors: Rosario Ceravolo, Alessandro de Stefano, Giacomo V. Demarie
In structural engineering applications a sufficient quantity of experimental data to be able to achieve a consistent estimate of nonlinear quantities is seldom available: this applies in particular when the structures are to be tested in situ.
In structural engineering applications, even in inputknown conditions, it is not possible to obtain a large enough number of experimental measurements (as necessary to estimate the statistical quantities of interest), especially when the dynamic tests are conducted in situ.
In some civil structures high non-linearity levels may be directly associated to damage: a technique specifically designed to cope with evolutionary damage would be an important progress for structural diagnostics.
Online since: September 2011
Authors: Chun Sheng Zhang, Mei Xiang Zhang, Ya Hong Ding
Experiment on the deformation of the reinforced concrete beam NSM prestressed steel spiral ribs Chunsheng Zhang1,a, Meixiang Zhang1,b,Yahong Ding1,c 1School of Civil Engineering, Henan Polytechnic University, Jiaozuo, Henan 454003, China azhangchunsheng405@163.com,bmeixiang0210@163.com, cdingyahong@hpu.edu.cn Keywords: concrete, prestress, NSM, steel spiral rib, deformation Abstract.
The results provide an experimental basis for the reinforcement method in practical engineering applications.
(3)The reinforced prestressed concrete beam NSM steel spiral ribs can greatly improve the utilization of the reinforced beams, indicating that the strengthening method works well, which provides the basis for its engineering applications.
Industrial Construction.Vol.33 (2003).p.8 [7] Yahong Ding, Chunsheng Zhang, Xiantao Zeng and Xiaolin Yang: Proceeding of 9th National Conference on shock & Impact Dynamics. 2009 [8] Yahong Ding, Huimin Li and Xiantao Zeng: Journal of Liaoning Technical University (Natural Science Edition).Vol.28(2009).p.949 [9] Xiantao Zeng, Xingguo Wang and Yahong Ding: Journal of Henan Polytechnic University, Vol.21(2002).p.222 [10] Xiantao Zeng, Jingmin Duan and Yahong Ding: Engineering Mechanics.
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