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Online since: August 2011
Authors: Ling Li Zhu, Jin Min Guo
Evaluation is carried on GB/T50081-2002 test method standards of ordinary concrete mechanical properties.
Factors and levels.
Factors and levels are shown in Table 9.
Therefore, the best combination of mechanical properties of gangue concrete is A3B3C2.
From the analysis of differential, the greatest impact of mechanical properties of gangue concrete about the above factors is fly ash, the followed is slag, and the last is gangue.
Factors and levels.
Factors and levels are shown in Table 9.
Therefore, the best combination of mechanical properties of gangue concrete is A3B3C2.
From the analysis of differential, the greatest impact of mechanical properties of gangue concrete about the above factors is fly ash, the followed is slag, and the last is gangue.
Online since: January 2011
Authors: Yong Li Xu, Pei Feng Cheng, Guo Feng Liu, Ming Chen Lei
The performance of the mixture at low temperature was one of the most important factors to be considered to ensure its application in cold areas.
If increase the content of asphalt mixture, flexibility of the mixture rises and then show the same properties with hot mix asphalt (HMA).
Grading evaluation of recycling asphalt mixture Waste asphalt pavement can be recycled, but its performance is affected by factors of old milled material performance, the correct gradation designing and construction quality control.
The mixture milled need to be classified piled, evaluation content is mainly gradation , mechanical properties (crush value,acicular content), etc.
We can see that there are no significant difference for main properties between the three, and they all meet the requirements of the asphalt mixture lower layer, the emulsified asphalt milled mixture has the highest low-temperature bending tensile strain,but conventional asphalt mixture’s high temperature properties is best.
If increase the content of asphalt mixture, flexibility of the mixture rises and then show the same properties with hot mix asphalt (HMA).
Grading evaluation of recycling asphalt mixture Waste asphalt pavement can be recycled, but its performance is affected by factors of old milled material performance, the correct gradation designing and construction quality control.
The mixture milled need to be classified piled, evaluation content is mainly gradation , mechanical properties (crush value,acicular content), etc.
We can see that there are no significant difference for main properties between the three, and they all meet the requirements of the asphalt mixture lower layer, the emulsified asphalt milled mixture has the highest low-temperature bending tensile strain,but conventional asphalt mixture’s high temperature properties is best.
Online since: March 2008
Authors: Xi Lan Feng, Zhi Qiang Jiang, Zhong Yan Hu
The structural change and properties of W6Mo5Cr4V2 alloy (M2 steel) inoculated by
addition of rare earth (RE)-Ti were investigated.
Many attempts have been made to develop a process to minimize carbide segregation and increase the properties of M2 steel [6,7].
However, the studies are very limited about the effects of modification on the M2 steel properties, especially high temperature wears resistance and thermal fatigue resistance.
In this paper, the effect of RE-Ti composite modification on the structure and properties of M2 steel was studied.
This is because the morphology of carbides is the main factor affecting the properties of iron and steel.
Many attempts have been made to develop a process to minimize carbide segregation and increase the properties of M2 steel [6,7].
However, the studies are very limited about the effects of modification on the M2 steel properties, especially high temperature wears resistance and thermal fatigue resistance.
In this paper, the effect of RE-Ti composite modification on the structure and properties of M2 steel was studied.
This is because the morphology of carbides is the main factor affecting the properties of iron and steel.
Online since: November 2015
Authors: V. Seshagiri Rao, D. Vijayan
Many processes and their relative factors are optimized using statistical techniques such as Taguchi method, Response Surface method (RSM), Grey Relational approach (GRA)etc.
The authors identified tool traverse speed as a significant factor that affects hardness and bending characteristics of FS welded specimens.
The above studies help us in identifying the significant parameters in FS welding process that can affect the mechanical properties such as tensile strength and tensile elongation.
The mechanical clamps were used to clamp the plate in the worktable of the machine.
The range and respective units of each input and output factor differ.
The authors identified tool traverse speed as a significant factor that affects hardness and bending characteristics of FS welded specimens.
The above studies help us in identifying the significant parameters in FS welding process that can affect the mechanical properties such as tensile strength and tensile elongation.
The mechanical clamps were used to clamp the plate in the worktable of the machine.
The range and respective units of each input and output factor differ.
Online since: July 2011
Authors: Can Shou Chen, Peng Xian Fan, Wen Pei Li
In order to investigate the progressive failure process of brittle rock, the mechanical properties of red sandstone from southeast Shandong province were systemic studied.
Beside the stress concentration and dissipative effect, there are several other factors that have influence on the deformation and failure properties of rock.
Study on Mechanical Properties of Granites under High Pressure Conditions and its Constitutive Models[D].
Temperature and pressure under deep conditions and their influences on mechanical properties of sandstone[J], Chn J Rock Mech Engng, 2006, 25(6): 1177-1181.
The Time Effect and Main Influence Factors of the Splitting of Deep-seated Rock with Nonuniformities[J].
Beside the stress concentration and dissipative effect, there are several other factors that have influence on the deformation and failure properties of rock.
Study on Mechanical Properties of Granites under High Pressure Conditions and its Constitutive Models[D].
Temperature and pressure under deep conditions and their influences on mechanical properties of sandstone[J], Chn J Rock Mech Engng, 2006, 25(6): 1177-1181.
The Time Effect and Main Influence Factors of the Splitting of Deep-seated Rock with Nonuniformities[J].
Online since: December 2012
Authors: Lian Lai, Xiao Bo Li, Jian Ju Luo, Jing Da Huang, Chu Wang Su
Domestic and foreign scholars have had lots of studies on determination method and influencing factors of surface roughness.
It was an important way for reasonably developing plantation-Magnoliaceae glanca Blumes as a fast-growing timber specy in the south of China to strengthen comprehensive research of the nature and mechanical processing properties, therefore, many experts do a lot on this [8-9].
According to the above factors and determination of their levels, the orthogonal header design of the first sanding test L16(54) was shown in Tab.1.
To know whether three factors have significant influence on various parameters or not, the variance analysis is carried on.
[10] Chuwang Su, Quanping Yuan, Yi Chen, et al, “Research and Evaluation on the Planning and Sanding Properties of Magnoliaceae glanca Blume Plantation”, Wood Advanced Materials Research, 2012,pp. 105-109
It was an important way for reasonably developing plantation-Magnoliaceae glanca Blumes as a fast-growing timber specy in the south of China to strengthen comprehensive research of the nature and mechanical processing properties, therefore, many experts do a lot on this [8-9].
According to the above factors and determination of their levels, the orthogonal header design of the first sanding test L16(54) was shown in Tab.1.
To know whether three factors have significant influence on various parameters or not, the variance analysis is carried on.
[10] Chuwang Su, Quanping Yuan, Yi Chen, et al, “Research and Evaluation on the Planning and Sanding Properties of Magnoliaceae glanca Blume Plantation”, Wood Advanced Materials Research, 2012,pp. 105-109
Online since: June 2014
Authors: Bao Shu Li, Shang Chen, Wei Hua Niu, Jie Yu
Based On EEMD And Multiclass Relevance Vector For High Voltage Circuit Breaker Mechanical Fault Diagnosis
Shang Chena, Weihua Niub ,Baoshu Lic and Jie Yud
Department of Electrical Engineering,North China Electric Power University, Baoding,Hebei,071000,China
a83329995@163.com,btusiniuweihua@163.com,clibshu@263.net,dy824042101@126.com
Keywords: EEMD; Relevance vector machine; High voltage circuit breaker; Fault diagnosis
Abstract.Mechanical failure of high voltage circuit breaker accounted for the largest percentage of, it is necessary to diagnosis the mechanical fault .The acoustic signal of high voltage circuit breaker contains a large number of mechanical state information, can put the acoustic signal characteristics as a basis for high voltage circuit breaker fault diagnosis.
Introduction According to CIGRE for high voltage circuit breaker reliability the investigation and statistical analysis of the high voltage switch incidents in China show that in 80% of all high voltage circuit breaker fault fault belongs to the mechanical properties[1], to improve the running reliability of high voltage circuit breaker and ensure the quality of power grid is necessary for the mechanical fault diagnosis.
We apply kernel function in each feature space ,each row of the kernel K expresses the tightness of the nth observations with other observed values.The learning process involves the inference of the model parameters , which by the quantity act as a voting system to express which relationships of the data are important in order for our model to have appropriate discriminative properties.
In order to prove the M - RVM can be used in fault diagnosis and has a good diagnosis effect at the same time, we put the M - RVM and nu - SVC support vector machine (SVM) is used for high voltage circuit breaker mechanical fault recognition, and compare the result.Two kinds of kernel function of the model adopts the radial basis function (RBF),For nu - SVC we adopt cross validation and PSO method of penalty factor C and kernel parameter g optimization, optimal parameters, is shown in figure8.
Through the analysis of table 2 shows the method proposed in this paper can well used in high voltage circuit breaker mechanical fault diagnosis.
Introduction According to CIGRE for high voltage circuit breaker reliability the investigation and statistical analysis of the high voltage switch incidents in China show that in 80% of all high voltage circuit breaker fault fault belongs to the mechanical properties[1], to improve the running reliability of high voltage circuit breaker and ensure the quality of power grid is necessary for the mechanical fault diagnosis.
We apply kernel function in each feature space ,each row of the kernel K expresses the tightness of the nth observations with other observed values.The learning process involves the inference of the model parameters , which by the quantity act as a voting system to express which relationships of the data are important in order for our model to have appropriate discriminative properties.
In order to prove the M - RVM can be used in fault diagnosis and has a good diagnosis effect at the same time, we put the M - RVM and nu - SVC support vector machine (SVM) is used for high voltage circuit breaker mechanical fault recognition, and compare the result.Two kinds of kernel function of the model adopts the radial basis function (RBF),For nu - SVC we adopt cross validation and PSO method of penalty factor C and kernel parameter g optimization, optimal parameters, is shown in figure8.
Through the analysis of table 2 shows the method proposed in this paper can well used in high voltage circuit breaker mechanical fault diagnosis.
Online since: March 2007
Authors: Song Xiao Hui, Xu Jun Mi
In
this study, we have selected Ti-6Al-2Zr-1Mo-1V (referred to as TA15 below), which has good
workability and excellent weldability as well as a mechanical property comparable to Ti-6-4 ELI, as a
medium-strength titanium alloy for investigation of its damage tolerance behavior.
Mechanical testing and examination of crack propagation rate are carried out along with metallographic observations to reveal the effect of heat treatment on the microstructure and properties.
Fig. 1 Microstructure of alloy plate with different heat treatments a)-treatment No.1; b) -treatment No.2; c) -treatment No.3; d) -treatment No.4 c) d) a) b) Shown in Table 2 and Fig. 2 are the mechanical properties of the TA15 ELI alloy following different heat treatment.
UTS/MPa YS/MPa EL/% RA/% aKU/J/cm 2 KIC(KQ)/ MPa m (T-L Orientation) 1 902 867 14 29 60 101.5 2 895 860 14 32 58 100.0 3 888 848 15 25 62 113.5* 4 883 845 13 26 59 114.0* *value of KQ Table 2 Mechanical properties of TA15 alloy with different heat treatments fracture toughness(KIC(KQ)≥100MPa m ).
Further researches of this alloy are necessary to elucidate the effect on its damage tolerance of such factors as different working processes (beta treatment etc.)
Mechanical testing and examination of crack propagation rate are carried out along with metallographic observations to reveal the effect of heat treatment on the microstructure and properties.
Fig. 1 Microstructure of alloy plate with different heat treatments a)-treatment No.1; b) -treatment No.2; c) -treatment No.3; d) -treatment No.4 c) d) a) b) Shown in Table 2 and Fig. 2 are the mechanical properties of the TA15 ELI alloy following different heat treatment.
UTS/MPa YS/MPa EL/% RA/% aKU/J/cm 2 KIC(KQ)/ MPa m (T-L Orientation) 1 902 867 14 29 60 101.5 2 895 860 14 32 58 100.0 3 888 848 15 25 62 113.5* 4 883 845 13 26 59 114.0* *value of KQ Table 2 Mechanical properties of TA15 alloy with different heat treatments fracture toughness(KIC(KQ)≥100MPa m ).
Further researches of this alloy are necessary to elucidate the effect on its damage tolerance of such factors as different working processes (beta treatment etc.)
Online since: February 2011
Authors: Tie Yi Zhong, Wen Qiu Wang, Ming Bo Zhang
According to the literature survey and test data report, the major factors which influence the reliability of 32m prestressed RPC girder in railway bridges are given in this paper.
Introduction RPC (Reactive Powder Concrete, RPC) is a new type of high performance composite material and has shown a wide applied prospect because of its good mechanical property and good durability [1-3].
At the same time, there exist many uncertain factors in structural engineering, so the statistical property of random parameters for the system including material characteristics and practical dimensions of the structure as well as loads will be changed.
The indeterminacy of the materials of structural members is mainly due to the quality of the material and the property variation of the material caused by the factors such as fabrication technology, load conditions, outline dimension and the environmental conditions etc.
Conclusions By study, the major uncertain factors for affecting the reliability of 32m span prestressed RPC girder in railway bridge are given.
Introduction RPC (Reactive Powder Concrete, RPC) is a new type of high performance composite material and has shown a wide applied prospect because of its good mechanical property and good durability [1-3].
At the same time, there exist many uncertain factors in structural engineering, so the statistical property of random parameters for the system including material characteristics and practical dimensions of the structure as well as loads will be changed.
The indeterminacy of the materials of structural members is mainly due to the quality of the material and the property variation of the material caused by the factors such as fabrication technology, load conditions, outline dimension and the environmental conditions etc.
Conclusions By study, the major uncertain factors for affecting the reliability of 32m span prestressed RPC girder in railway bridge are given.
Online since: December 2018
Authors: Severino Rodrigues de Farias Neto, A.G. Barbosa de Lima, E. Santana de Lima, J.A. Ribeiro de Souza, H. Monteiro Lopes
The following points were taken into consideration:
i) Steady state;
ii) No chemical reaction;
iii) Gravitational effect was considered;
iv) Particle model was adopted;
v) The physico-chemical properties are considered constant.
In this case, two correction factors were used: a factor of cross-sectional area, fs, and the surface area factor, ft, defined by: (20) (21) where, Aneis the cross-sectional area of a non-spherical particleand volume V, Ae is the cross-sectional area of a spherical particle and volume V, Se is the superficial area of a spherical particle and volume V, and Sne correspond to the superficial area of a non-spherical particle and volume V.
Corrêa, Discussion of cyclone dryer designer parameters, Doctoral Thesis in Mechanical Engineering, State University of Campinas, Campinas, Brazil (2003).
Gomide, Unit operations: Mechanical separation, v. 3, Author Edition, São Paulo, Brazil (1980).
Silva, Drying study in cyclone., Doctoral Thesis in Mechanical Engineering, State University of Campinas, Campinas, Brazil (1991).
In this case, two correction factors were used: a factor of cross-sectional area, fs, and the surface area factor, ft, defined by: (20) (21) where, Aneis the cross-sectional area of a non-spherical particleand volume V, Ae is the cross-sectional area of a spherical particle and volume V, Se is the superficial area of a spherical particle and volume V, and Sne correspond to the superficial area of a non-spherical particle and volume V.
Corrêa, Discussion of cyclone dryer designer parameters, Doctoral Thesis in Mechanical Engineering, State University of Campinas, Campinas, Brazil (2003).
Gomide, Unit operations: Mechanical separation, v. 3, Author Edition, São Paulo, Brazil (1980).
Silva, Drying study in cyclone., Doctoral Thesis in Mechanical Engineering, State University of Campinas, Campinas, Brazil (1991).