一、SCI 2条
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Title: Ride Comfort of Passenger Cars on Two-Lane Mountain Highways Based on Tri-axial Acceleration from Field Driving Tests
Authors: Xu, J; Yang, K; Shao, YM
Author Full Names: Xu, Jin; Yang, Kui; Shao, Yi-Ming
Source: INTERNATIONAL JOURNAL OF CIVIL ENGINEERING, 16 (3):335-351; 10.1007/s40999-016-0132-0 MAR 2018
Language: English
Abstract: Having an uncomfortable ride in a vehicle can adversely affect passengers' travel experience, causing mental and physical fatigue, exacerbating driver fatigue, and increasing the risk of traffic accidents. To determine the level of ride comfort of passenger cars on two-lane mountain highways and the key factors influencing it, in this study, driving tests were performed based on natural driving behavior. Tri-axial acceleration data were collected for various models of small passenger cars, and the peak acceleration values were extracted from the acceleration profiles after they had been filtered using MATLAB filter toolbox. The cumulative frequency curves, characteristic percentiles, and root-mean-square (RMS) values of the tri-axial acceleration were derived. The results revealed that the amplitude of the acceleration, a(x), was approximately 50% lower than that of the deceleration, a(b). The lateral acceleration, a(y), as well as a(b) and a(x), varied significantly for the different car models on different roads. The lack of timely maintenance of a few damaged pavements as well as the existence of speed bumps resulted in "considerable discomfort'' to the passengers in the form of vertical acceleration, a(z). The amplitudes of the acceleration along the different axial directions could be ranked in the following order: a(y) > a(b) > a(x) > a(z); here, a(y), a(b), and a(z) contributed the most to passenger discomfort. It was also concluded that the design speed affects a(y) and a(b) significantly. Finally, based on the actual experiences of the drivers and passengers, suggestions were made to adjust the thresholds for a(x), a(y), and a(z).
ISSN: 1735-0522
eISSN: 2383-3874
IDS Number: FX3XR
Unique ID: WOS:000426006400009
PubMed ID: 27764970
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Title: Effect of Compounds Precipitation on Thermal Conductivity of Mg-Sn Binary Alloy
Authors: Pan, HC; Huang, YM; Gao, ZY; Huang, QY; Qin, GW; Peng, J; Pan, FS
Author Full Names: Pan Hucheng; Huang Yunmiao; Gao Zhengyuan; Huang Qiuyan; Qin Gaowu; Peng Jian; Pan Fusheng
Source: RARE METAL MATERIALS AND ENGINEERING, 46 (11):3311-3315; NOV 2017
Language: Chinese
Abstract: Effects of the Sn addition (3wt%, 6wt%, 9wt%) on thermal conductivities of the as-cast, as-homogenized and as-aged Mg-Sn binary alloys were investigated. The results show that thermal conductivities of both the as-cast and the as-homogenized Mg-Sn alloys decrease with Sn content increasing, and that of the as-homogenized Mg-10Sn decreases to 52.6 W/(m.K). Compared with the as-homogenized sample, thermal conductivity of the as-cast alloy with the same solute content is higher. Thermal conductivity of the Mg-Sn alloy increases with aging treatment, and thermal conductivities of the as-aged Mg-3Sn, Mg-6Sn and Mg-10Sn alloys reach to 125, 120 and 110 W/(m.K), respectively. The thermal conductivity increment is attributed to purification of the Mg matrix, while atomic size, electron configuration and the charge of the Sn element affect the thermal conductivity of the Mg-Sn alloy.
ISSN: 1002-185X
IDS Number: FX4CR
Unique ID: WOS:000426020500026
二、EI8条
1. Looseness extent diagnosis for bolts of fan pedestal based on vibration sensitive feature and manifold learning
Accession number: 20181004881333
Authors: Chen, Renxiang (1, 2); Zhou, Jun (1); Yang, Lixia (3); Mu, Zhiyan (1); Yuan, Jing (4)
Author affiliation: (1) School of Mechantronics and Vehicle Engineering, Chongqing Jiaotong University, Chongqing; 400074, China; (2) The State Key Laboratory of Mechanical Transmission, Chongqing University, Chongqing; 400030, China; (3) Chongqing Radio and TV University, Chongqing; 400052, China; (4) Ertan Hydropower Plant, Yalong River Hydropower Development Company, Ltd, Panzhihua; 617100, China
Corresponding author: Yang, Lixia(lixiayang1207@126.com)
Source title: Jisuanji Jicheng Zhizao Xitong/Computer Integrated Manufacturing Systems, CIMS
Abbreviated source title: Jisuanji Jicheng Zhizao Xitong
Volume: 23
Issue: 12
Issue date: December 1, 2017
Publication year: 2017
Pages: 2613-2621
Language: Chinese
ISSN: 10065911
CODEN: JJZXFN
Document type: Journal article (JA)
Publisher: CIMS
Abstract: To realize the automation and high accuracy of looseness extent diagnosis for connecting bolts of fan foundation, and to solve the key problems of looseness extent feature extraction, sensitivity feature selection, nonlinear dimension reduction and looseness extent stability identification, a looseness extent diagnosis method for connecting bolts of fan pedestal based on vibration sensitive feature and manifold learning dimension reduction was proposed. The time-frequency features were extracted from vibration signal to construct the origin looseness extent feature set, and the quantitative characterization for looseness extent of connecting bolts was realized. The calculation method of looseness extent sensitivity index was designed, and the sensitive features were selected to construct the looseness extent sensitive feature set that had stronger characterization capabilities. Moreover, the manifold learning method called Orthogonal Locality Preserving Projection (OLPP) was introduced to compress the looseness extent sensitive feature set into the low-dimensional looseness extent feature set, and the different looseness extents of connecting bolts was recognized by Weight K Nearest Neighbor Classifier (WKNNC). The feasibility and validity of the proposed method were verified by experimental results. ? 2017, Editorial Department of CIMS. All right reserved.
Number of references: 13
Main heading: Feature extraction
Controlled terms: Bolts - Failure analysis - Fault detection - Motion compensation - Nearest neighbor search
Uncontrolled terms: Dimension reduction - K-nearest neighbor classifier - Locality preserving projections - Looseness extent - Orthogonal Locality Preserving Projections (OLPP) - Quantitative characterization - Sensitive features - Time frequency features
Classification code: 605 Small Tools and Hardware
Small Tools and Hardware
- 921.5 Optimization Techniques
Optimization Techniques
DOI: 10.13196/j.cims.2017.12.006
Funding Details: Number; Sponsor: 2014M560719; China Postdoctoral Science Foundation - Number; Acronym; Sponsor: 51305471; NSFC; National Natural Science Foundation of China
Compendex references: YES
Database: Compendex
Compilation and indexing terms, Copyright 2018 Elsevier Inc.
Data Provider: Engineering Village
2. Stability of stochastic functional differential equations with impulses by an average approach
Accession number: 20181004856936
Authors: Li, Bing (1)
Author affiliation: (1) College of Mathematics and Statistics, Chongqing Jiaotong University, Chongqing; 400074, China
Source title: Nonlinear Analysis: Hybrid Systems
Abbreviated source title: Nonlinear Anal. Hybrid Syst.
Volume: 29
Issue date: August 2018
Publication year: 2018
Pages: 221-233
Language: English
ISSN: 1751570X
Document type: Journal article (JA)
Publisher: Elsevier Ltd
Abstract: This paper is concerned with the stability issues of stochastic functional differential equations with impulsive effects. Several unified Lyapunov-type stability criteria are established based on the formula of the variation of parameters and the comparison principle of the impulsive systems. The sufficient conditions proposed in this paper depend mainly on the integral average value of the time-varying coefficients and the average impulsive interval, which are less conservative than previous literature. Two examples are provided to demonstrate the effectiveness of the theoretical results. ? 2018 Elsevier Ltd
Number of references: 34
Main heading: Stability criteria
Controlled terms: Convergence of numerical methods - Differential equations - Stability - Stabilization - Stochastic systems - System stability
Uncontrolled terms: Comparison principle - Impulsive intervals - Impulsive stochastic systems - Impulsive systems - Lyapunov type stability - Stochastic functional differential equation - Time-varying coefficient - Variation of Parameters
Classification code: 921.2 Calculus
Calculus
- 921.6 Numerical Methods
Numerical Methods
- 961 Systems Science
Systems Science
DOI: 10.1016/j.nahs.2018.02.002
Funding Details: Number; Acronym; Sponsor: 11501065; NSFC; National Natural Science Foundation of China - Number; Acronym; Sponsor: 61773004; NSFC; National Natural Science Foundation of China - Number; Sponsor: cstc2015jcyjA00033; Natural Science Foundation of Chongqing - Number; Sponsor: cstc2016jcyjA0412; Natural Science Foundation of Chongqing
Compendex references: YES
Database: Compendex
Compilation and indexing terms, Copyright 2018 Elsevier Inc.
Data Provider: Engineering Village
3. Compressive Properties and Anti-Erosion Characteristics of Foam Concrete in Road Engineering
Accession number: 20181004884506
Authors: Li, Jinzhu (1); Huang, Hongxiang (2); Wang, Wenjun (1); Ding, Yifan (1)
Author affiliation: (1) Ningbo Institute of Technology, Zhejiang University, Ningbo; 315100, China; (2) School of Civil Engineering, Chongqing Jiaotong University, Chongqing; 400074, China
Corresponding author: Wang, Wenjun(wwjcumt@nit.net.cn)
Source title: IOP Conference Series: Earth and Environmental Science
Abbreviated source title: IOP Conf. Ser. Earth Environ. Sci.
Volume: 108
Part number: 2 of 5
Issue: 2
Issue title: 2017 3rd International Conference on Environmental Science and Material Application, ESMA 2017 - 1. Material Application and Chemical Engineering
Issue date: January 30, 2018
Publication year: 2018
Article number: 022066
Language: English
ISSN: 17551307
E-ISSN: 17551315
Document type: Conference article (CA)
Conference name: 2017 3rd International Conference on Environmental Science and Material Application, ESMA 2017
Conference date: November 25, 2017 - November 26, 2017
Conference location: Chongqing, China
Conference code: 134810
Publisher: Institute of Physics Publishing
Abstract: To analyse the compression properties and anti-erosion characteristics of foam concrete, one dimensional compression tests were carried out using ring specimens of foam concrete, and unconfined compression tests were carried out using foam concrete specimens cured in different conditions. The results of one dimensional compression tests show that the compression curve of foam concrete has two critical points and three stages, which has significant difference with ordinary geotechnical materials such as soil. Based on the compression curve the compression modulus of each stage were determined. The results of erosion tests show that sea water has a slight influence on the long-term strength of foam concrete, while the sulphate solution has a significant influence on the long-term strength of foam concrete, which needs to pay more attention. ? Published under licence by IOP Publishing Ltd.
Number of references: 16
Main heading: Concretes
Controlled terms: Compression testing - Environmental engineering - Erosion - Seawater - Soil testing - Sulfur compounds - Textiles
Uncontrolled terms: Compression curves - Compression modulus - Compression properties - Compressive properties - Erosion characteristics - Geotechnical material - One-dimensional compressions - Unconfined compression tests
Classification code: 412 Concrete
Concrete
- 471.4 Seawater, Tides and Waves
Seawater, Tides and Waves
- 483.1 Soils and Soil Mechanics
Soils and Soil Mechanics
- 819 Synthetic and Natural Fibers; Textile Technology
Synthetic and Natural Fibers; Textile Technology
DOI: 10.1088/1755-1315/108/2/022066
Funding Details: Number; Acronym; Sponsor: 51708497; NSFC; National Natural Science Foundation of China
Compendex references: YES
Database: Compendex
Compilation and indexing terms, Copyright 2018 Elsevier Inc.
Data Provider: Engineering Village
4. Experimental Study on Relationship between NOx Emission and Fuel Consumption of a Diesel Engine
Accession number: 20181004863045
Authors: Ning, Ping (1); Liu, Chunjiang (2); Feng, Zhiqiang (1); Xia, Yijiang (1)
Author affiliation: (1) School of Machinery and Naval Architecture and Ocean Engineering, Qinzhou University, Guangxi Qinzhou, China; (2) School of Shipping and Naval Architecture, Chongqing Jiaotong University, Chongqing, China
Corresponding author: Ning, Ping(np98783@163.com)
Source title: IOP Conference Series: Earth and Environmental Science
Abbreviated source title: IOP Conf. Ser. Earth Environ. Sci.
Volume: 108
Part number: 5 of 5
Issue: 5
Issue title: 2017 3rd International Conference on Environmental Science and Material Application, ESMA 2017 - 4. Energy Science and Engineering
Issue date: January 30, 2018
Publication year: 2018
Article number: 052010
Language: English
ISSN: 17551307
E-ISSN: 17551315
Document type: Conference article (CA)
Conference name: 2017 3rd International Conference on Environmental Science and Material Application, ESMA 2017
Conference date: November 25, 2017 - November 26, 2017
Conference location: Chongqing, China
Conference code: 134810
Publisher: Institute of Physics Publishing
Abstract: For YC6112 diesel engine assembled Delphl model single fuel pump electric controlled, in the premise of not changing its overall unit structure parameters of other systems, three different types of camshaft for single pumps, two kinds of fuel injectors, two types of superchargers and some phase shifting angle of different camshafts were chosen to match with the engine precisely, the experiments under thirteen kinds of working conditions for the engine with different matching were carried out, the change regulation between NOXemission and fuel consumption for the engine with different kinds of configurations was analyzed. The experiment results show the NOXemission and fuel consumption can be reduced greatly by configuring proper camshaft, fuel injectors and superchargers with YC6112 diesel engine. ? Published under licence by IOP Publishing Ltd.
Number of references: 5
Main heading: Fuels
Controlled terms: Camshafts - Compressors - Diesel engines - Engines - Environmental engineering - Fuel injection - Jet pumps - Superchargers
Uncontrolled terms: Fuel injectors - NOx emissions - Phase shifting angles - Single fuels - Single pumps - Unit structure
Classification code: 601.2 Machine Components
Machine Components
- 612.2 Diesel Engines
Diesel Engines
- 618.1 Compressors
Compressors
- 618.2 Pumps
Pumps
DOI: 10.1088/1755-1315/108/5/052010
Compendex references: YES
Database: Compendex
Compilation and indexing terms, Copyright 2018 Elsevier Inc.
Data Provider: Engineering Village
5. Evaluating the Interference of Bicycle Traffic on Vehicle Operation on Urban Streets with Bike Lanes
Accession number: 20181004851677
Authors: Pu, Ziyuan (1); Li, Zhibin (2); Wang, Yong (3); Ye, Mao (4); Fan, Wei (5)
Author affiliation: (1) Smart Transportation Application and Research Laboratory, Department of Civil and Environmental Engineering, University of Washington, 101 More Hall, Seattle; WA; 98195, United States; (2) School of Transportation, Southeast University, 2 Si Pai Lou, Nanjing, Jiangsu; 210096, China; (3) School of Economics and Management, Chongqing Jiaotong University, 66 Xuefu Road, Nan’an District, Chongqing; 400074, China; (4) Department of Transportation Engineering, Nanjing University of Science and Technology, 200 Xiaolingwei, Nanjing; 210094, China; (5) Department of Civil Engineering, University of North Carolina at Charlotte, EPIC Building, 9201 University City Boulevard, Charlotte; NC; 28223-0001, United States
Corresponding author: Li, Zhibin(lizhibin@seu.edu.cn)
Source title: Journal of Advanced Transportation
Abbreviated source title: J Adv Transp
Volume: 2017
Issue date: 2017
Publication year: 2017
Article number: 6973089
Language: English
ISSN: 01976729
E-ISSN: 20423195
CODEN: JATRDC
Document type: Journal article (JA)
Publisher: Hindawi Limited, 410 Park Avenue, 15th Floor, 287 pmb, New York, NY 10022, United States
Abstract: Many urban streets are designed with on-street bike lanes to provide right-of-way for bicycle traffic. However, when bicycle flow is large, extensive passing maneuvers could occupy vehicle lanes and thus cause interferences to vehicle traffic. The primary objective of this study is to evaluate how bicycle traffic affects vehicle operation on urban streets with bike lanes. Data were collected on six street segments in Nanjing, China. The cumulative curves were constructed to extract traffic flow information including individual bicycle and vehicle speeds and aggregated traffic parameters such as flow and density. The results showed that as bicycle density on bike lanes continuously increases faster bicycles may run into vehicle lanes causing considerable reductions in vehicle speeds. A generalized linear model was estimated to predict the vehicle delay. Results showed that vehicle delay increases as bicycle flow and vehicle flow increase. Number of vehicle lanes and width of bike lane also have significant impact on vehicle delay. Findings of the study are helpful to regions around the world in bike infrastructure design in order to improve operations of both bicycles and vehicles. ? 2017 Ziyuan Pu et al.
Number of references: 34
Main heading: Bicycles
Controlled terms: Sporting goods - Vehicles
Uncontrolled terms: Aggregated traffics - Bike infrastructures - Cumulative curves - Generalized linear model - Number of vehicles - Primary objective - Traffic flow information - Vehicle operations
Classification code: 432.2 Passenger Highway Transportation
Passenger Highway Transportation
DOI: 10.1155/2017/6973089
Funding Details: Number; Acronym; Sponsor: 51508094; NSFC; National Natural Science Foundation of China - Number; Acronym; Sponsor: 51508122; NSFC; National Natural Science Foundation of China - Number; Acronym; Sponsor: 51678132; NSFC; National Natural Science Foundation of China - Number; Acronym; Sponsor: 51778126; NSFC; National Natural Science Foundation of China
Compendex references: YES
Database: Compendex
Compilation and indexing terms, Copyright 2018 Elsevier Inc.
Data Provider: Engineering Village
6. Multistability Analysis of Quaternion-Valued Neural Networks With Time Delays
Accession number: 20181004879686
Authors: Song, Qiankun (1); Chen, Xiaofeng (2)
Author affiliation: (1) Department of Mathematics, Chongqing Jiaotong University, Chongqing 400074, China (e-mail: qiankunsong@163.com).; (2) Department of Mathematics, Chongqing Jiaotong University, Chongqing 400074, China.
Source title: IEEE Transactions on Neural Networks and Learning Systems
Abbreviated source title: IEEE Trans. Neural Networks Learn. Sys.
Issue date: March 2, 2018
Publication year: 2018
Language: English
ISSN: 2162237X
E-ISSN: 21622388
Document type: Article in Press
Publisher: Institute of Electrical and Electronics Engineers Inc.
Abstract: This paper addresses the multistability issue for quaternion-valued neural networks (QVNNs) with time delays. By using the inequality technique, sufficient conditions are proposed for the boundedness and the global attractivity of delayed QVNNs. Based on the geometrical properties of the activation functions, several criteria are obtained to ensure the existence of 81n equilibrium points, 16n of which are locally stable. Two numerical examples are provided to illustrate the effectiveness of the obtained results. IEEE
Main heading: Time delay
Controlled terms: Associative processing - Asymptotic stability - Convergence of numerical methods - Neural networks
Uncontrolled terms: Associative memory - Biological neural networks - delay - Delays - Multi stabilities - quaternion-valued neural networks (QVNNs) - Quaternions - Stability analysis - State space decomposition
Classification code: 713 Electronic Circuits
Electronic Circuits
- 723.2 Data Processing and Image Processing
Data Processing and Image Processing
- 921.6 Numerical Methods
Numerical Methods
DOI: 10.1109/TNNLS.2018.2801297
Database: Compendex
Compilation and indexing terms, Copyright 2018 Elsevier Inc.
Data Provider: Engineering Village
7. Centrifugal model tests on section form of drainage channel of barrier dams
Accession number: 20181004855745
Authors: Zhao, Tian-Long (1, 2); Chen, Sheng-Shui (2, 3); Fu, Chang-Jing (1, 2); Zhong, Qi-Ming (2, 3); Hou, Ying-Wei (1)
Author affiliation: (1) Key Laboratory for Hydraulic and Waterway Engineering of Ministry of Education, Chongqing Jiaotong University, Chongqing; 400074, China; (2) Geotechnical Engineering Deportment, Nanjing Hydraulic Research Institute, Nanjing; 210029, China; (3) Key Laboratory of Earth-Rock Dam Failure Mechanism and Safety Control Techniques, Ministry of Water Resources, Nanjing; 210029, China
Corresponding author: Fu, Chang-Jing(nhri_fuchangjing@163.com)
Source title: Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering
Abbreviated source title: Yantu Gongcheng Xuebao
Volume: 39
Issue: 10
Issue date: October 1, 2017
Publication year: 2017
Pages: 1943-1948
Language: Chinese
ISSN: 10004548
CODEN: YGXUEB
Document type: Journal article (JA)
Publisher: Chinese Society of Civil Engineering
Abstract: The centrifugal model tests on barrier dams overtopping are carried out based on the grain composition of Tangjiashan landslide dam, and the influence laws on the discharge process, released water and the size of the residual dam section of the drainage channel with trapezoid, triangle and compound forms are acquired. The characteristics of the flow in different parts of the channel during the discharge process are analyzed from the point of view of water dynamics. The results show that the compound section form has the characteristics of higher initial discharge efficiency, lower peak flow, higher residual dam and larger released water, in which the flow curve is “chunky-type”. It can decrease effectively the pressure of flood protection caused by barrier dam discharge and reduce the water level greatly in a shorter time. It is an effective and safe method for the emergency handling of barrier dams. ? 2017, Editorial Office of Chinese Journal of Geotechnical Engineering. All right reserved.
Number of references: 20
Main heading: Dams
Controlled terms: Centrifugation - Drainage - Flood control - Safe handling - Water levels
Uncontrolled terms: Barrier dam - Centrifugal model tests - Discharge efficiency - Drainage channels - Emergency handling - Emergency treatment - Grain composition - Tangjiashan landslides
Classification code: 441.1 Dams
Dams
- 442.1 Flood Control
Flood Control
- 691.2 Materials Handling Methods
Materials Handling Methods
- 802.3 Chemical Operations
Chemical Operations
DOI: 10.11779/CJGE201710025
Compendex references: YES
Database: Compendex
Compilation and indexing terms, Copyright 2018 Elsevier Inc.
Data Provider: Engineering Village
8. Steel damage condition and application of ultimate analysis method in steel structures
Accession number: 20181004852590
Authors: Zheng, Ying-Ren (1); Wang, Le (1); Kong, Liang (2); Abi, Erdi (3)
Author affiliation: (1) Department of Military Facilities, Army Logistics University of PLA, Chongqing; 400041, China; (2) School of Science, Qingdao Technological University, Qingdao; Shandong; 266033, China; (3) School of River & Ocean Engineering, Chongqing Jiaotong University, Chongqing; 400074, China
Corresponding author: Zheng, Ying-Ren(zhengl32@163.com)
Source title: Gongcheng Lixue/Engineering Mechanics
Abbreviated source title: Gongcheng Lixue
Volume: 35
Issue: 1
Issue date: January 1, 2018
Publication year: 2018
Pages: 55-65
Language: Chinese
ISSN: 10004750
CODEN: GOLIEB
Document type: Journal article (JA)
Publisher: Tsinghua University
Abstract: In this paper, the failure condition of steel is proposed based on the concept of ultimate strain point failure, and the failure function and damage surface are given. Taking a simply supported steel beam as an example, this paper attempted to apply the ultimate strain method of the numerical limit analysis to steel structures by using FLAC3Dsoftware. In the method, the numerical limit analysis was adopted to solve the ultimate strain of materials and regard it as the failure criterion for material points. For both tension and compression, the steel is regarded as an ideal elastic-plastic material. The steel shall yield when it reaches the elastic ultimate strain under the yield load, and shall break under the elastic-plastic ultimate strain. First of all, a direct pulling test was conducted on direct-pulling steel test pieces whose material is the same with the steel beam to obtain the mechanical parameters of the steel material. Furthermore, the numerical limit analysis method was used to determine the ultimate strain of the steel material. Afterwards, a pure bending test was carried out on the simply supported steel beam until it is destroyed. FLAC3Dwas utilized to simulate the test process. The numerical calculation results were compared with the test results. The results showed satisfying consistence in the failure mode and ultimate load-bearing capacity of the steel beam. It proved that the ultimate strain method can be applied to steel structures and further studies on complicated structures can be conducted. The failure standard of the steel beam based on the ultimate strain is compared with the current specification failure standard. ? 2018, Engineering Mechanics Press. All right reserved.
Number of references: 12
Main heading: Numerical methods
Controlled terms: Elastoplasticity - Safety factor - Steel beams and girders - Steel structures
Uncontrolled terms: Complicated structures - Elastic-plastic Material - Failure conditions - Numerical limit analysis methods - Numerical limit method - Tension and compression - Ultimate load-bearing capacity - Ultimate strain
Classification code: 408.2 Structural Members and Shapes
Structural Members and Shapes
- 914.1 Accidents and Accident Prevention
Accidents and Accident Prevention
- 921.6 Numerical Methods
Numerical Methods
DOI: 10.6052/j.issn.1000-4750.2017.05.ST14
Compendex references: YES
Database: Compendex
Compilation and indexing terms, Copyright 2018 Elsevier Inc.
Data Provider: Engineering Village
