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Online since: November 2011
Authors: Xiao Cong He, Mo Sheng Feng, Bao Ying Xing
Configuration and Material Properties of Single-lap Adhesive Cantilevered Beams
Figure 1 shows the single-lap adhesive cantilevered beams studied in the present work.
The mechanical properties of the aluminium alloy were as follow: young’ modulus e=70Gpa; poisson’ ratio v=0.33.The adhesive applied was the mixture of epoxy and polyamide resin.
The mechanical properties of the adhesive investigated were: young’ modulus ead=2Gpa; poisson’ ratio vad=0.30;bonded thickness h=0.1,0.2,0.3,0.4,0.5mm;bondlines length l=10,20,30,40,50mm.
The result indicates that the transverse natural frequencies of the single-lap adhesive cantilevered beams are nearly not affected by bonded thickness.
Rao: Mechanical Vibrations(Tsinghua Univesity Press, Beijing 2009), in Chinese [6] X.
The mechanical properties of the aluminium alloy were as follow: young’ modulus e=70Gpa; poisson’ ratio v=0.33.The adhesive applied was the mixture of epoxy and polyamide resin.
The mechanical properties of the adhesive investigated were: young’ modulus ead=2Gpa; poisson’ ratio vad=0.30;bonded thickness h=0.1,0.2,0.3,0.4,0.5mm;bondlines length l=10,20,30,40,50mm.
The result indicates that the transverse natural frequencies of the single-lap adhesive cantilevered beams are nearly not affected by bonded thickness.
Rao: Mechanical Vibrations(Tsinghua Univesity Press, Beijing 2009), in Chinese [6] X.
Online since: February 2011
Authors: Yan Zhao, Huan Ma
Because a limited number of core samples and sample size is small, the extent of damage on the road is acceptable, and can observe the true state of the internal road structure, further analysis of the mechanical properties of core samples, material composition, material properties and volume attenuation characteristics, to evaluate the the performance of pavement sections [2].
analysis, guide the design Core Pavement Condition Site evaluate Size Description Core hole Lab evaluate Properties Grading Mechanical Fig. 1 Bore core evaluation system Applications in the detection of asphalt pavement.
The extent and scope of pavement diseases are the factors must be considered in the conservation programs select.
The mechanical property of the pavement structure is determined by stability testing.
The mechanical property of the pavement structure is determined by stability testing.
analysis, guide the design Core Pavement Condition Site evaluate Size Description Core hole Lab evaluate Properties Grading Mechanical Fig. 1 Bore core evaluation system Applications in the detection of asphalt pavement.
The extent and scope of pavement diseases are the factors must be considered in the conservation programs select.
The mechanical property of the pavement structure is determined by stability testing.
The mechanical property of the pavement structure is determined by stability testing.
Online since: June 2012
Authors: Heng Li, Kai Peng Shi, Yu Li Tian, He Yang
By using explicit finite element (FE) simulation combined with physical experiment, Yang et al. [4] explored effects of friction on tube bending, and found that the friction conditions of tube-tools interface affects stress/strain distribution in tube bending significantly.
Material and Experiments Mechanical Properties of 6061-T4.
Uniaxial tensile test was performed to explore effects of tensile rate on mechanical properties of 6061-T4 Al-alloy tube.
Table 1 shows the mechanical properties of the tube.
Fig.1 Nominal and true stress-strain curves for 6061-T4 Al-alloy tube Table 1 Mechanical properties of 6061-T4 Al-alloy tube Tensile rate v (mm/min) 3 12 Elastic modulus E (GPa) 58.7 55.4 Elongation δ (%) 25.7 24.2 Yield strength σ0.2 (MPa) 164 169 Tensile strength σb (MPa) 277 283 Strength factor k (MPa) 527.6 542.8 Hardening exponent n 0.278 0.28 Normal anisotropy coefficient r 0.767 0.660 Table 1 show that yield strength, tensile strength and strength factor at high tensile rate are larger than those at low rate, while hardening exponent keeps constant.
Material and Experiments Mechanical Properties of 6061-T4.
Uniaxial tensile test was performed to explore effects of tensile rate on mechanical properties of 6061-T4 Al-alloy tube.
Table 1 shows the mechanical properties of the tube.
Fig.1 Nominal and true stress-strain curves for 6061-T4 Al-alloy tube Table 1 Mechanical properties of 6061-T4 Al-alloy tube Tensile rate v (mm/min) 3 12 Elastic modulus E (GPa) 58.7 55.4 Elongation δ (%) 25.7 24.2 Yield strength σ0.2 (MPa) 164 169 Tensile strength σb (MPa) 277 283 Strength factor k (MPa) 527.6 542.8 Hardening exponent n 0.278 0.28 Normal anisotropy coefficient r 0.767 0.660 Table 1 show that yield strength, tensile strength and strength factor at high tensile rate are larger than those at low rate, while hardening exponent keeps constant.
Online since: February 2013
Authors: Tie Heng Sun, Li Na Sun, Su Chen, Lei Chao
Cd, Pb and other heavy metals enter soil through various channels, which stay in the environment for a long time and directly or indirectly affect agricultural yield and quality.
Plant absorption and accumulation of Cd, Pb and other heavy metals are affected by many factors, such as soil moisture, texture, pH value, organic matter, organic acid, coexisting elements [2-5], and there are many studies in these aspects.
Basic physical and chemical properties of the soil are shown in Table 1.
Table 1 Basic physical and chemical properties and contents of heavy metals in test soil pH Organic matter / % Mechanical composition / % Heavy metal content / mg/kg Sand Particle Clay particle Cd Pb 6.50 1.55 21.4 46.5 32.1 0.12 18.35 Test plant: wheat (Liaochun No. 10, Triticum aestivum.
Basic physical and chemical properties of soil are measured by conventional analysis of soil agrochemistry [10].
Plant absorption and accumulation of Cd, Pb and other heavy metals are affected by many factors, such as soil moisture, texture, pH value, organic matter, organic acid, coexisting elements [2-5], and there are many studies in these aspects.
Basic physical and chemical properties of the soil are shown in Table 1.
Table 1 Basic physical and chemical properties and contents of heavy metals in test soil pH Organic matter / % Mechanical composition / % Heavy metal content / mg/kg Sand Particle Clay particle Cd Pb 6.50 1.55 21.4 46.5 32.1 0.12 18.35 Test plant: wheat (Liaochun No. 10, Triticum aestivum.
Basic physical and chemical properties of soil are measured by conventional analysis of soil agrochemistry [10].
Online since: August 2013
Authors: Shi Guo Sun, Ya Nan Yi, Shao Jie Feng
The heightening and steepening of artificial excavation slope affect the security of the slope itself and induce instability of natural slope.
Find out the safety factor of slope without any measures.
It’s the maximum allowable slope angle by the given geological conditions and corresponding mechanical parameters of rock.
The result is =1.293, which close to the given safety factor =1.3.
Vols. 518-523 (2012) ,4749-4752 [4] Shiguo Sun , Peixin Dong.Space properties of Effects of slope stability by Underground mining.
Find out the safety factor of slope without any measures.
It’s the maximum allowable slope angle by the given geological conditions and corresponding mechanical parameters of rock.
The result is =1.293, which close to the given safety factor =1.3.
Vols. 518-523 (2012) ,4749-4752 [4] Shiguo Sun , Peixin Dong.Space properties of Effects of slope stability by Underground mining.
Online since: June 2005
Authors: Do Kyung Kim, Jong Ho Kim, Young Gu Kim, Soon Nam Chang, Kee Sung Lee
Introduction
Silicon nitride and carbide have extensively studied for structural applications due to a favorable combination
of properties that include high strength, high hardness, moderate thermal conductivity, low
thermal expansion coefficient, and unusual high fracture toughness.[1] These materials have been
successfully demonstrated in a variety of applications, e.g., cutting tools, bearings, gas turbine engine
components, and armor.[1] The understanding of mechanical properties at the microstructural level is
critical for utilization and optimal design.[2] In order to investigate the microstructural effect on
indentation damage behavior, Hertzian testing is preferred because it provides a tendency for brittle or
quasiplastic deformation according to microstructure in brittle ceramics.[3] Several tough ceramics have
been characterized with Hertzian testing method, including silicon carbide and nitride with controlled
microstructure.[4] In present work, we followed
It is generally considered that the process occurring in dynamic deformation can differ significantly from static or quasistatic situations.[5] On the other hand, it is suggested that static mechanical properties are related to dynamic deformation.[6] However attempts to relate the static and dynamic damage are still insufficient.
Silicon Carbide and Nitride Data Material HP-SiC SS-SiC F- Si3N4 M-Si3N4 C-Si3N4 Processing condition Hot-press Solid-state sintering Hot-press at 1600 oC Hot-press at 1700 oC Hot-press at 1800 oC Hardness, H (GPa) 19.5 29.1 20.6 16.5 15.9 Toughness, T (MPa m 1/2 ) 3.75 2.46 3.8 5.3 4.9-7.3 † Strength, σF (MPa) 525 523 885 1084 792 Young's modulus, E (GPa) 442 440 331 326 314 Poisson's ration, ν 0.17 0.17 0.27 0.28 0.29 Yield stress, Y (GPa) 8.9 9.4 11.7 9.5 7.2 Strain hardening coefficient 0.8 0.7 1 0.7 0.5 † R-curve behavior is observed Table 1: Processing and physical properties of each material Table 1 shows the basic physical properties of various specimens.
The grain boundary structure and grain size are possibly key factors in the shock compression deformation in silicon nitride and carbide ceramics.
Grain boundary structure and grain size are key factors for determination of brittle or ductile failure in structural ceramics.
It is generally considered that the process occurring in dynamic deformation can differ significantly from static or quasistatic situations.[5] On the other hand, it is suggested that static mechanical properties are related to dynamic deformation.[6] However attempts to relate the static and dynamic damage are still insufficient.
Silicon Carbide and Nitride Data Material HP-SiC SS-SiC F- Si3N4 M-Si3N4 C-Si3N4 Processing condition Hot-press Solid-state sintering Hot-press at 1600 oC Hot-press at 1700 oC Hot-press at 1800 oC Hardness, H (GPa) 19.5 29.1 20.6 16.5 15.9 Toughness, T (MPa m 1/2 ) 3.75 2.46 3.8 5.3 4.9-7.3 † Strength, σF (MPa) 525 523 885 1084 792 Young's modulus, E (GPa) 442 440 331 326 314 Poisson's ration, ν 0.17 0.17 0.27 0.28 0.29 Yield stress, Y (GPa) 8.9 9.4 11.7 9.5 7.2 Strain hardening coefficient 0.8 0.7 1 0.7 0.5 † R-curve behavior is observed Table 1: Processing and physical properties of each material Table 1 shows the basic physical properties of various specimens.
The grain boundary structure and grain size are possibly key factors in the shock compression deformation in silicon nitride and carbide ceramics.
Grain boundary structure and grain size are key factors for determination of brittle or ductile failure in structural ceramics.
Online since: June 2014
Authors: Nian Zhang, Shi Jie Song, Xiao Guang Zhao, Lu Zhao
Introduction
With the development of mining subsidence research, the basic understanding was generally acknowledged by scholars at home and abroad that the geological and mining factors were the two main factors affecting the development of mining subsidence [1-4].
Currently more research results were made on the influence of various mining factors [5-6], and fewer research results were made on the influence of geologic factors in the development of mining subsidence [7].
Weathered layer is not considered in the frame structure because of its complex properties, and covering stratified structure framework is designed as: "sand bed-soil-bedrock layer-2-2coal bed- baseboard".
The setting of the physical and mechanical parameters.
The physical and mechanical parameters of coal seam and rock and soil layer in the model are assigned based on Table 3.
Currently more research results were made on the influence of various mining factors [5-6], and fewer research results were made on the influence of geologic factors in the development of mining subsidence [7].
Weathered layer is not considered in the frame structure because of its complex properties, and covering stratified structure framework is designed as: "sand bed-soil-bedrock layer-2-2coal bed- baseboard".
The setting of the physical and mechanical parameters.
The physical and mechanical parameters of coal seam and rock and soil layer in the model are assigned based on Table 3.
Online since: October 2007
Authors: Yukichi Umakoshi, Hideo Nakajima, Takayoshi Nakano, Masakazu Tane, Koji Hagihara, Takuya Ide, Takahiro Tachibana
Introduction
Ti-rich TiAl intermetallic compounds have been developed as a lightweight and
heat-resistance structural material due to such superior properties as high strength, decent ductility
and oxidation resistance [1].
Introducing pores into Ti-rich TiAl is one way to further develop this alloy by reduction in weight and improvement of mechanical properties.
Among them, the formation of aligned pores gives anisotropy in the mechanical and physical properties of materials.
Porous intermetallic compounds often contain dendrite and grain boundaries produced during and after solidification, but their microstructures related to mechanical properties are rarely controlled during the solidification process.
Thus, we are now considering that not only the formation of directional pores but also the microstructure should be controlled to improve the mechanical properties.
Introducing pores into Ti-rich TiAl is one way to further develop this alloy by reduction in weight and improvement of mechanical properties.
Among them, the formation of aligned pores gives anisotropy in the mechanical and physical properties of materials.
Porous intermetallic compounds often contain dendrite and grain boundaries produced during and after solidification, but their microstructures related to mechanical properties are rarely controlled during the solidification process.
Thus, we are now considering that not only the formation of directional pores but also the microstructure should be controlled to improve the mechanical properties.
Online since: April 2019
Authors: S.O. Baki, Halimah Mohamed Kamari
Structural and Optical Properties of Er3+-Doped
Zinc-Titania Tellurite Glasses
S.O.
Such properties are correlated to its smaller spectroscopic quality factor χ ratio [16] and local structure of highly symmetry of Er3+ which possibly reduces any nonradiative energy transfer mechanism via energy migration or cross relaxation among the Er3+ ions, also known as fluorescence quenching effect [17].
Manikandan, Aleksandr Ryasnyanskiy, Jean Toulouse, Thermal and optical properties of TeO2–ZnO–BaO glasses, J.Non-Cryst.
Mahdi, Structural and optical properties of Er3+-Yb3+codoped multicomposition TeO2-ZnO-PbO-TiO2-Na2O glass, J.Non-Cryst.
Khamirul, Optical Properties of Ternary TeO2-B2O3-ZnO Glass System, Mater.
Such properties are correlated to its smaller spectroscopic quality factor χ ratio [16] and local structure of highly symmetry of Er3+ which possibly reduces any nonradiative energy transfer mechanism via energy migration or cross relaxation among the Er3+ ions, also known as fluorescence quenching effect [17].
Manikandan, Aleksandr Ryasnyanskiy, Jean Toulouse, Thermal and optical properties of TeO2–ZnO–BaO glasses, J.Non-Cryst.
Mahdi, Structural and optical properties of Er3+-Yb3+codoped multicomposition TeO2-ZnO-PbO-TiO2-Na2O glass, J.Non-Cryst.
Khamirul, Optical Properties of Ternary TeO2-B2O3-ZnO Glass System, Mater.
Online since: September 2013
Authors: Zhe Shi, Gui Fang Zhang, Yue Hua Ding
Introduction
Inclusions generated in steelmaking process can affect steel quality considerably [1-4].
The existence of inclusions in steel can result in a non-homogenous distribution of composition, structure and properties of steels; hence, deteriorates the mechanical properties and fatigue performance of steel products for different applications.
The installation position of EMS with respect to the copper mold in the casting facility can significantly affect the quality of cast steel.
An ideal installation site for the EMS depends on many factors, such as type of steel, cross section, length of the copper mold, immersion depth of submerged entry nozzle (SEN), meniscus position, and associated measuring sensors.
The existence of inclusions in steel can result in a non-homogenous distribution of composition, structure and properties of steels; hence, deteriorates the mechanical properties and fatigue performance of steel products for different applications.
The installation position of EMS with respect to the copper mold in the casting facility can significantly affect the quality of cast steel.
An ideal installation site for the EMS depends on many factors, such as type of steel, cross section, length of the copper mold, immersion depth of submerged entry nozzle (SEN), meniscus position, and associated measuring sensors.