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2017年5月15日收录更新SCI 4条、EI 3条

一、SCI 4条

*Record 1 of 4. Search terms matched: CHONGQING 400074(3); CHONGQING JIAOTONG(3)
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Title: Global asymptotic stability of impulsive fractional-order complex-valued neural networks with time delay 
Authors: Wang, LM; Song, QK; Liu, YR; Zhao, ZJ; Alsaadi, FE
Author Full Names: Wang, Limin; Song, Qiankun; Liu, Yurong; Zhao, Zhenjiang; Alsaadi, Fuad E.
Source: NEUROCOMPUTING, 243 49-59; 10.1016/j.neucom.2017.02.086 JUN 21 2017 
Language: English
Document Type: Article
Author Keywords: Fractional-order complex-valued neural, networks, Equilibrium point, Impulsive effects, Global asymptotic stability
KeyWords Plus: MITTAG-LEFFLER STABILITY; VARYING DELAYS; DIFFERENTIAL-EQUATIONS; EXPONENTIAL STABILITY; STATE ESTIMATION; SYNCHRONIZATION; PERIODICITY; CHAOS
Abstract: In this paper, global asymptotic stability of impulsive fractional-order complex-valued neural networks with time delay is considered. By employing contraction mapping principle, comparison theorem and inequality scaling skills, several sufficient conditions to ensure the existence, uniqueness and global asymptotic stability of the equilibrium point for the considered neural networks are established. A numerical example illustrates the validity and feasibility of the obtained result. (c) 2017 Elsevier B.V. All rights reserved.
Reprint Address: Song, QK (reprint author), Chongqing Jiaotong Univ, Dept Math, Chongqing 400074, Peoples R China.
Addresses: [Wang, Limin] Chongqing Jiaotong Univ, Sch Informat Sci & Engn, Chongqing 400074, Peoples R China.
[Song, Qiankun] Chongqing Jiaotong Univ, Dept Math, Chongqing 400074, Peoples R China.
[Liu, Yurong] Yangzhou Univ, Dept Math, Yangzhou 225002, Jiangsu, Peoples R China.
[Liu, Yurong; Alsaadi, Fuad E.] King Abdulaziz Univ, Fac Engn, Commun Syst & Networks CSN Res Group, Jeddah 21589, Saudi Arabia.
[Zhao, Zhenjiang] Huzhou Univ, Dept Math, Huzhou 313000, Peoples R China. 
E-mail Addresses: qiankunsong@163.com
Funding Acknowledgement: National Natural Science Foundation of China [61473332, 11402214]; Program of Chongqing Innovation Team Project in University Grant [CXTDX201601022]; Graduate Scientific Research and Innovation Foundation Project of Chongqing [CYS16179]; Natural Science Foundation of Chongqing Municipal Education Commission [KJ1600504] 
Funding Text: The authors would like to thank the editor and the anonymous reviewers for their valuable suggestions and comments which have led to a much improved paper. This work is supported by the National Natural Science Foundation of China under Grants 61473332 and 11402214, and in part by the Program of Chongqing Innovation Team Project in University Grant CXTDX201601022, the Graduate Scientific Research and Innovation Foundation Project of Chongqing CYS16179 and the Natural Science Foundation of Chongqing Municipal Education Commission under Grant KJ1600504. 
Cited Reference Count: 48 
Times Cited: 0 
Publisher: ELSEVIER SCIENCE BV, PO BOX 211, 1000 AE AMSTERDAM, NETHERLANDS 
ISSN: 0925-2312 
eISSN: 1872-8286 
Web of Science Categories: Computer Science, Artificial Intelligence
Research Areas: Computer Science
IDS Number: ES4NL 
Unique ID: WOS:000399511900005
Cited References: 
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Zhang Wenbing, 2017, PHYSICS LETTERS A, V381, P10
Ding Derui, 2016, IET CONTROL THEORY AND APPLICATIONS, V10, P1808
Kilbas A.A., 2006, Theory and Applications of Fractional Differential Equations, 
Huang Xia, 2012, NEUROCOMPUTING, V94, P13
Xu Xiaohui, 2017, INTERNATIONAL JOURNAL OF SYSTEMS SCIENCE, V48, P686
Liu Shuai, 2016, NEUROCOMPUTING, V207, P708
Song Qiankun, 2016, NEURAL NETWORKS, V79, P108
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*Record 2 of 4. Search terms matched: CHONGQING 400074(1); CHONGQING JIAOTONG(1)
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Title: Experimental and numerical investigation on heat transfer characteristics of supercritical CO2 in the cooled helically coiled tube 
Authors: Wang, KZ; Xu, XX; Liu, C; Bai, WJ; Dang, CB
Author Full Names: Wang, Kai-Zheng; Xu, Xiao-Xiao; Liu, Chao; Bai, Wan-Jin; Dang, Chao-bin
Source: INTERNATIONAL JOURNAL OF HEAT AND MASS TRANSFER, 108 1645-1655; 10.1016/j.ijheatmasstransfer.2017.01.004 B MAY 2017 
Language: English
Document Type: Article
Author Keywords: Supercritical CO2, Helically coiled tube, Buoyancy, Heat transfer
KeyWords Plus: PRESSURE-DROP CHARACTERISTICS; CARBON-DIOXIDE; CONVECTION; BUOYANCY; WATER; FLOW
Abstract: The heat transfer characteristics of supercritical CO2 cooled in the helically coiled tube are investigated experimentally and numerically. The inner diameter, coil pitch and coil radius of the helically coiled tube are 4 mm, 34 mm and 36 mm, respectively. The effects of heat flux, pressure and mass flux on the heat transfer are analyzed based on 512 sets of experimental data, a new modified correlation is developed to calculate the heat transfer coefficients of supercritical CO2 in the cooled helically coiled tube. To study the buoyancy effect, the heat transfer coefficients of upward flow are compared to that for horizontal flow, and it is found that the effect of buoyancy is negligible in the liquid-like region, but significant in other region under the experimental conditions. On this basis, the three buoyancy parameters: Bu-p, Gr(th)/Gr(q) and Ri are applied to predict the effect of buoyancy on the heat transfer. The three parameters overestimate the impact of buoyancy. Numerical analysis of the cooling heat transfer coefficient in helically coiled tube is conducted by using shear-stress transport (SST) model. The flow fields are analyzed and the effect of heat flux is mainly related to the distribution of specific heat (c(p)) in the radial direction of tube transverse section. (C) 2017 Elsevier Ltd. All rights reserved.
Reprint Address: Xu, XX (reprint author), Chongqing Univ, Key Lab Low Grade Energy Utilizat Technol & Syst, 174 Shazhengjie, Chongqing 400044, Peoples R China.
Addresses: [Wang, Kai-Zheng; Xu, Xiao-Xiao; Liu, Chao] Chongqing Univ, Key Lab Low Grade Energy Utilizat Technol & Syst, 174 Shazhengjie, Chongqing 400044, Peoples R China.
[Bai, Wan-Jin] Chongqing jiaotong Univ, Sch Mech & Automot Engn, 66 Xuefu Rd, Chongqing 400074, Peoples R China.
[Dang, Chao-bin] Univ Tokyo, Dept Human & Engn Environm Studies, 5-1-5 Kashiwanoha, Kashiwa, Chiba 2778563, Japan. 
E-mail Addresses: xuxiaoxiao@cqu.edu.cn
Funding Acknowledgement: National Natural Science Foundation of China [51206197]; Open Fund of Key Laboratory of Low-grade Energy Utilization Technologies and Systems (Chongqing University); Ministry of Education of China [LLEUTS-2017001] 
Funding Text: The authors gratefully acknowledge National Natural Science Foundation of China (Project No. 51206197), Open Fund of Key Laboratory of Low-grade Energy Utilization Technologies and Systems (Chongqing University), Ministry of Education of China (Project No. LLEUTS-2017001). 
Cited Reference Count: 27 
Times Cited: 0 
Publisher: PERGAMON-ELSEVIER SCIENCE LTD, THE BOULEVARD, LANGFORD LANE, KIDLINGTON, OXFORD OX5 1GB, ENGLAND 
ISSN: 0017-9310 
eISSN: 1879-2189 
Web of Science Categories: Thermodynamics; Engineering, Mechanical; Mechanics
Research Areas: Thermodynamics; Engineering; Mechanics
IDS Number: ES2KP 
Unique ID: WOS:000399357700039
Cited References: 
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*Record 3 of 4. Search terms matched: CHONGQING 400074(1); CHONGQING JIAOTONG(1)
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Title: Influence of Material Model on Prediction Accuracy of Welding Residual Stress in an Austenitic Stainless Steel Multi-pass Butt-Welded Joint 
Authors: Deng, D; Zhang, CH; Pu, XW; Liang, W
Author Full Names: Deng, Dean; Zhang, Chaohua; Pu, Xiaowei; Liang, Wei
Source: JOURNAL OF MATERIALS ENGINEERING AND PERFORMANCE, 26 (4):1494-1505; 10.1007/s11665-017-2626-6 APR 2017 
Language: English
Document Type: Article
Author Keywords: annealing effect, finite element analysis, plastic model, residual stress, strain hardening
KeyWords Plus: FINITE-ELEMENT MODEL; BEAD-ON-PLATE; NUMERICAL-SIMULATION; AISI 316L; PIPE; PLASTICITY; DEFORMATION; TEMPERATURE; STRAIN
Abstract: Both experimental method and numerical simulation technology were employed to investigate welding residual stress distribution in a SUS304 steel multi-pass butt-welded joint in the current study. The main objective is to clarify the influence of strain hardening model and the yield strength of weld metal on prediction accuracy of welding residual stress. In the experiment, a SUS304 steel butt-welded joint with 17 passes was fabricated, and the welding residual stresses on both the upper and bottom surfaces of the middle cross section were measured. Meanwhile, based on ABAQUS Code, an advanced computational approach considering different plastic models as well as annealing effect was developed to simulate welding residual stress. In the simulations, the perfect plastic model, the isotropic strain hardening model, the kinematic strain hardening model and the mixed isotropic-kinematic strain hardening model were employed to calculate the welding residual stress distributions in the multi-pass butt-welded joint. In all plastic models with the consideration of strain hardening, the annealing effect was also taken into account. In addition, the influence of the yield strength of weld metal on the simulation result of residual stress was also investigated numerically. The conclusions drawn by this work will be helpful in predicting welding residual stresses of austenitic stainless steel welded structures used in nuclear power plants.
Reprint Address: Deng, D (reprint author), Chongqing Univ, Coll Mat Sci & Engn, 174 Shazhengjie, Chongqing 400044, Peoples R China.
Deng, D (reprint author), Harbin Inst Technol, State Key Lab Adv Welding & Joining, Harbin 150001, Peoples R China.
Addresses: [Deng, Dean; Zhang, Chaohua; Pu, Xiaowei] Chongqing Univ, Coll Mat Sci & Engn, 174 Shazhengjie, Chongqing 400044, Peoples R China.
[Deng, Dean] Harbin Inst Technol, State Key Lab Adv Welding & Joining, Harbin 150001, Peoples R China.
[Liang, Wei] Chongqing Jiaotong Univ, Coll Mechatron & Automot Engn, 66 Xuefu Rd, Chongqing 400074, Peoples R China. 
E-mail Addresses: deandeng@cqu.edu.cn
Funding Acknowledgement: National Natural Science Foundation of China [51275544]; Graduate Scientific Research and Innovation Foundation of Chongqing, China [CYB16017] 
Funding Text: This research was supported by National Natural Science Foundation of China [Project No. 51275544], and the Graduate Scientific Research and Innovation Foundation of Chongqing, China [Grant No. CYB16017]. The experimental results of residual stress were provided by JNES. 
Cited Reference Count: 35 
Times Cited: 0 
Publisher: SPRINGER, 233 SPRING ST, NEW YORK, NY 10013 USA 
ISSN: 1059-9495 
eISSN: 1544-1024 
Web of Science Categories: Materials Science, Multidisciplinary
Research Areas: Materials Science
IDS Number: ER7UG 
Unique ID: WOS:000399018700003
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*Record 4 of 4. Search terms matched: CHONGQING 400074(2); CHONGQING JIAOTONG(2)
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Title: Time-Dependent Behavior of Shrinkage Strain for Early Age Concrete Affected by Temperature Variation 
Authors: Qin, Y; Yi, ZJ; Wang, WN; Wang, D
Author Full Names: Qin, Yu; Yi, Zhijian; Wang, Weina; Wang, Di
Source: ADVANCES IN MATERIALS SCIENCE AND ENGINEERING, 1-7; 10.1155/2017/3627251 2017 
Language: English
Document Type: Article
KeyWords Plus: HIGH-PERFORMANCE CONCRETE; WATER-BINDER RATIO; AUTOGENOUS SHRINKAGE; INTERIOR HUMIDITY; DRYING SHRINKAGE; CREEP; ADMIXTURES; CRACKING; SLAG
Abstract: Shrinkage has been proven to be an important property of early age concrete. The shrinkage strain leads to inherent engineering problems, such as cracking and loss of prestress. Atmospheric temperature is an important factor in shrinkage strain. However, current research does not provide much attention to the effect of atmospheric temperature on shrinkage of early age concrete. In this paper, a laboratory study was undertaken to present the time-dependent shrinkage of early age concrete under temperature variation. A newly developed Material Deformation Tester (MDT), which can simulate consecutive variation of atmospheric temperature, was used to collect the shrinkage strain of specimens and temperature data. A numerical model was established to describe the thermoelastic strain of a specimen. The results show that (1) there are several sharp shrinkages up to 600 mu for early age concrete in the first 3 days; (2) the absolute value of shrinkage strain is larger than thermal strain; and (3) the difference of shrinkage strain under temperature variation or constant temperature is up to 500 mu.
Reprint Address: Wang, WN (reprint author), Chongqing Jiaotong Univ, Sch Civil Engn, Chongqing 400074, Peoples R China.
Addresses: [Qin, Yu; Yi, Zhijian; Wang, Weina] Chongqing Jiaotong Univ, Sch Civil Engn, Chongqing 400074, Peoples R China.
[Qin, Yu] Design & Res Co Ltd, CREEC Chongqing Survey, Chongqing 400023, Peoples R China.
[Wang, Di] Tech Univ Carolo Wilhelmina Braunschweig, Pavement Engn Ctr, D-38106 Braunschweig, Germany. 
E-mail Addresses: wwn0816@yeah.net
Funding Acknowledgement: National Science Foundation of China [51408083, 51508064]; Postdoctoral Science Foundation of China [2014M562287]; Frontier and Applied Basic Research Projects of Chongqing [cstc2014jcyjA30018, cstc2016jcyjA0128]; Postdoctoral Science Foundation of Chongqing [Xm2014094]; CREEC [14126146] 
Funding Text: This paper is sponsored by National Science Foundation of China (51408083 and 51508064), Postdoctoral Science Foundation of China (2014M562287), Frontier and Applied Basic Research Projects of Chongqing (cstc2014jcyjA30018 and cstc2016jcyjA0128), Postdoctoral Science Foundation of Chongqing (Xm2014094), and CREEC (14126146). 
Cited Reference Count: 38 
Times Cited: 0 
Publisher: HINDAWI LTD, ADAM HOUSE, 3RD FLR, 1 FITZROY SQ, LONDON, W1T 5HF, ENGLAND 
ISSN: 1687-8434 
eISSN: 1687-8442 
Web of Science Categories: Materials Science, Multidisciplinary
Research Areas: Materials Science
IDS Number: ES1PY 
Unique ID: WOS:000399300700001
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二、EI 3条
1. A study on the mechanical behavior of a crushable cylindrical corrugated component under axial impact
Accession number: 20171803623914
Authors: Fu, Benyuan (1); Liao, Changrong (1); Li, Zhuqiang (1); Zhang, Peng (1); Jian, Xiaochun (2); Wu, Chunjiang (2)
Author affiliation: (1) Key Laboratory for Optoelectronic Technology and Systems, College of Optoelectronic Engineering, Chongqing University, Chongqing; 400044, China; (2) Transportation Institute, Chongqing Jiaotong University, Chongqing; 400074, China
Corresponding author: Liao, Changrong(crliao@cqu.edu.cn)
Source title: Zhendong yu Chongji/Journal of Vibration and Shock
Abbreviated source title: J Vib Shock
Volume: 36
Issue: 4
Issue date: February 28, 2017
Publication year: 2017
Pages: 21-27 and 80
Language: Chinese
ISSN: 10003835
Document type: Journal article (JA)
Publisher: Chinese Vibration Engineering Society
Abstract: Analyzing the mechanical behavior of a crushable multi-cylindrical-corrugated component under impact load is currently a challenge. This paper presents a theoretical methodology for evaluation of the deformation resistance of a crushable cylindrical-corrugated component under axial impact load. By investigating the collapse deformation characteristics, the deformation was divided into four sections: elastic deformation stage, plastic deformation stage before surface contact, mixed plastic deformation stage, and plastic deformation stage during surface contact. The theoretical mapping relationship between the deformation resistance and crushed displacement under different drop heights was obtained by Matlab Simulink. The theoretical relationship was compared with the experimental result, which showed a good agreement between the predicted resistant forces and the testing data under various drop heights. The result shows the feasibility of the proposed analytical methodology for the practical application of the crushable cylindrical-corrugated component. ? 2017, Editorial Office of Journal of Vibration and Shock. All right reserved.
Number of references: 15
Main heading: Strain rate
Controlled terms: Drops  -  Plastic deformation  -  Rope
Uncontrolled terms: Crushable cylindrical-corrugated component  -  Deformation resistance  -  Impact loads  -  Strain-rate hardening  -  Strengthening effect
DOI: 10.13465/j.cnki.jvs.2017.04.004
Database: Compendex
Compilation and indexing terms, Copyright 2017 Elsevier Inc.
Data Provider: Engineering Village
 
2. A full-scale study on thermal degradation of polychlorinated dibenzo-p-dioxins and dibenzofurans in municipal solid waste incinerator fly ash and its secondary air pollution control in China
Accession number: 20171903639668
Authors: Gao, Xingbao (1); Ji, Bingjing (1, 2); Yan, Dahai (1); Huang, Qifei (1); Zhu, Xuemei (1)
Author affiliation: (1) State Key Laboratory of Environmental Criteria and Risk Assessment, Chinese Research Academy of Environmental Sciences, Beijing, China; (2) School of River and Ocean Engineering, Chongqing Jiaotong University, Chongqing, China
Corresponding author: Zhu, Xuemei(zhuxm@craes.org.cn)
Source title: Waste Management and Research
Abbreviated source title: Waste Manage. Res.
Volume: 35
Issue: 4
Issue date: April 1, 2017
Publication year: 2017
Pages: 437-443
Language: English
ISSN: 0734242X
E-ISSN: 10963669
CODEN: WMARD8
Document type: Journal article (JA)
Publisher: SAGE Publications Ltd
Abstract: Degradation of polychlorinated dibenzo-p-dioxins and dibenzofurans in municipal solid waste incinerator fly ash is beneficial to its risk control. Fly ash was treated in a full-scale thermal degradation system (capacity 1 t d?1) to remove polychlorinated dibenzo-p-dioxins and dibenzofurans. Apart from the confirmation of the polychlorinated dibenzo-p-dioxin and dibenzofuran decomposition efficiency, we focused on two major issues that are the major obstacles for commercialising this decomposition technology in China, desorption and regeneration of dioxins and control of secondary air pollution. The toxic equivalent quantity values of polychlorinated dibenzo-p-dioxins and dibenzofurans decreased to ?1and the detoxification rate was 97% after treatment for 1 h at 400 °C under oxygen-deficient conditions. About 8.49% of the polychlorinated dibenzo-p-dioxins and dibenzofurans in toxic equivalent quantity (TEQ) of the original fly ash were desorbed or regenerated. The extreme high polychlorinated dibenzo-p-dioxin and dibenzofuran levels and dibenzo-p-dioxin and dibenzofuran congener profiles in the dust of the flue gas showed that desorption was the main reason, rather than de novo synthesis of polychlorinated dibenzo-p-dioxins and dibenzofurans in the exhaust pipe. Degradation furnace flue gas was introduced to the municipal solid waste incinerator economiser, and then co-processed in the air pollution control system. The degradation furnace released relatively large amounts of cadmium, lead and polychlorinated dibenzo-p-dioxins and dibenzofurans compared with the municipal solid waste incinerator, but the amounts emitted to the atmosphere did not exceed the Chinese national emission limits. Thermal degradation can therefore be used as a polychlorinated dibenzo-p-dioxin and dibenzofuran abatement method for municipal solid waste incinerator source in China. ? 2016, ? The Author(s) 2016.
Number of references: 22
Main heading: Municipal solid waste
Controlled terms: Air pollution  -  Air pollution control  -  Desorption  -  Detoxification  -  Flue gases  -  Fly ash  -  Organic pollutants  -  Pollution  -  Pollution control  -  Pollution induced corrosion   -  Pyrolysis  -  Refuse incinerators  -  Solid wastes  -  Thermal pollution  -  Waste incineration
Uncontrolled terms: Congener profiles  -  Detoxification rate  -  Municipal solid waste incinerator fly ashes  -  Polychlorinated dibenzo-p-dioxins and dibenzofurans  -  Secondary pollution
Classification code: 451 Air Pollution
Air Pollution
  -  452 Municipal and Industrial Wastes; Waste Treatment and Disposal
Municipal and Industrial Wastes; Waste Treatment and Disposal
  -  452.4 Industrial Wastes Treatment and Disposal
Industrial Wastes Treatment and Disposal
  -  539.1 Metals Corrosion
Metals Corrosion
  -  802.2 Chemical Reactions
Chemical Reactions
  -  802.3 Chemical Operations
Chemical Operations
  -  804.1 Organic Compounds
Organic Compounds
DOI: 10.1177/0734242X16677078
Database: Compendex
Compilation and indexing terms, Copyright 2017 Elsevier Inc.
Data Provider: Engineering Village
 
3. Recognition, location, measurement, and 3D reconstruction of concealed cracks using convolutional neural networks
Accession number: 20171803627032
Authors: Tong, Zheng (1, 2); Gao, Jie (1, 3); Zhang, Haitao (2)
Author affiliation: (1) School of Highway, Chang’an University, Xi’an; 710061, China; (2) College of Civil Engineering, Northeast Forestry University, Harbin; 150040, China; (3) National and Local Joint Engineering Materials Laboratory of Traffic and Civil Engineering, Chongqing Jiaotong University, Chongqing; 400074, China
Corresponding author: Zhang, Haitao(zht6781@163.com)
Source title: Construction and Building Materials
Abbreviated source title: Constr Build Mater
Volume: 146
Issue date: August 15, 2017
Publication year: 2017
Pages: 775-787
Language: English
ISSN: 09500618
CODEN: CBUMEZ
Document type: Journal article (JA)
Publisher: Elsevier Ltd
Abstract: Concealed cracks in asphalt pavement are the cracks that originate below the surface of the pavement. These cracks are a major contributing factor to pavement damage, in addition to being a major contributing factor to the formation of reflection cracks. The detection of a concealed crack is considered challenging because the location of the crack is, by definition, difficult to find. Therefore, the research on the utilization of ground penetrating radar (GPR) to locate concealed cracks has gained significant interest in recent years. However, the manually processed GPR image used for the recognition, location, and measurement of concealed cracks is inefficient and inaccurate. This project presents an application of convolutional neural networks (CNNs) to GPR images that automatically recognizes, locates, measures, and produces a 3D reconstruction of concealed cracks. In this project, three different CNNs (recognition, location, and feature extraction) were established to accomplish the aforementioned tasks automatically. Each CNN is developed through processes of structural design, training, and testing. The recognition CNN was designed to distinguish concealed cracks from other types of damage in a GPR image, the location CNN determined the location and length measurement of concealed crack images based on the results provided by the recognition CNN, and crack feature points were extracted by the feature extraction CNN to establish the 3D reconstruction models of the concealed cracks. The 3D reconstruction models were then used to calculate crack volume and predict the growth tendency of cracks. The results indicated that the recognition CNN is able to distinguish concealed cracks from other types of damages in 6482 GPR images with zero errors. In addition, the length recognition results calculated from the location CNN possess a 0.2543 cm mean squared error, a 0.978 cm maximum length error, and a 0.504 cm average error in the test samples. Meanwhile, the feature extraction CNN is able to provide feature points for a 3D reconstruction model. The results of this study suggest that the CNNs could be accurately used for the recognition, location, and 3D reconstruction of concealed cracks in asphalt pavement in real-world applications. ? 2017 Elsevier Ltd
Number of references: 40
Main heading: Crack detection
Controlled terms: Asphalt  -  Asphalt pavements  -  Convolution  -  Cracks  -  Errors  -  Extraction  -  Feature extraction  -  Geological surveys  -  Ground penetrating radar systems  -  Image processing   -  Image reconstruction  -  Location  -  Mean square error  -  Neural networks  -  Radar  -  Radar imaging  -  Radar measurement  -  Structural design  -  Three dimensional computer graphics
Uncontrolled terms: 3-D reconstruction model  -  3D reconstruction  -  Contributing factor  -  Convolutional neural network  -  Ground penetrating radar (GPR)  -  Image measurements  -  Length measurement  -  Mean squared error
Classification code: 408.1 Structural Design, General
Structural Design, General
  -  411.1 Asphalt
Asphalt
  -  481.1 Geology
Geology
  -  716.1 Information Theory and Signal Processing
Information Theory and Signal Processing
  -  716.2 Radar Systems and Equipment
Radar Systems and Equipment
  -  723.2 Data Processing and Image Processing
Data Processing and Image Processing
  -  802.3 Chemical Operations
Chemical Operations
  -  922.2 Mathematical Statistics
Mathematical Statistics
DOI: 10.1016/j.conbuildmat.2017.04.097
Funding Details: Acronym; Sponsor: NEFU; Northeast Forestry University
Database: Compendex
Compilation and indexing terms, Copyright 2017 Elsevier Inc.
Data Provider: Engineering Village