In this paper, the influence of loading rate and specimen height on flexural strength of Al2O3 at high temperatures has been studied by three-point bending method. The experimental results show that the flexural stren...In this paper, the influence of loading rate and specimen height on flexural strength of Al2O3 at high temperatures has been studied by three-point bending method. The experimental results show that the flexural strength of Al2O3 decreases with increasing specimen height at room temperature, and it tends to stability when height increases to a certain degree (h=5mm in this paper), while the flexural strength of Al2O3 variates unapparently at high temperature with increasing height. There is a critical loading rate R . c. When loading rate R . is less than R . c, the flexural strength of Al2O3 increases with increasing loading rate and it drops sharply when loading rate is higher than R . c. The sensitivity of flexural strength to the loading rate decreases with elevating temperatures.展开更多
In order to explore the differences in the compressive strength parallel to grain （CSPG） between different clones and individual woods of Populus deltoides Marsh., the CSPGs of 5 15-year-old P. deltoides clones were...In order to explore the differences in the compressive strength parallel to grain （CSPG） between different clones and individual woods of Populus deltoides Marsh., the CSPGs of 5 15-year-old P. deltoides clones were determined and analyzed. The results showed that there were significant differences in CSPG of wood between different clones of P. deltoides . The CSPG of the tested clones reached more than 41 MPa, which was higher than the average compressive strength of P. deltoides （32.94 MPa）. Similar to the changes of stem height, the CSPG of the clones gradually increased with the increase of stem height. However, there were significant differences in CSPG of an individual plant at different tree heights. The CSPG of P. deltoides clones was related with their growth traits, but not significantly. Therefore, it is expected to achieve simultaneous and independent improvement on CSPG and the growth of P. deltoides , so as to get excellent individuals with fast growth and high CSPG.展开更多
目的:通过收集血流限制训练法联合抗阻训练的相关文献,依照系统评价和Meta分析的范式,分析血流限制训练法联合抗阻训练与抗阻训练对运动者肌肉相关指标和专项能力的不同影响,旨在为运动者在训练实践中运用血流限制训练提供数据支持。方...目的:通过收集血流限制训练法联合抗阻训练的相关文献,依照系统评价和Meta分析的范式,分析血流限制训练法联合抗阻训练与抗阻训练对运动者肌肉相关指标和专项能力的不同影响,旨在为运动者在训练实践中运用血流限制训练提供数据支持。方法:检索中外数据库(中国知网、万方、PubMed、Web of Science和SPORTDiscus),应用血流限制训练法联合抗阻训练对对象为运动者中大学生运动者肢体围度、肌肉质量、肌肉力量和专项运动能力影响的随机对照试验,检索起止时间为2000-01-01/2023-10-12。至少2名研究者采用Cochrane协作网偏倚风险评估工具和标准对纳入文献进行质量评价。使用RevMan 5.4软件进行异质性检验、数据合并、亚组分析、绘制森林图和敏感性分析,绘制漏斗图并进行发表偏倚评价和敏感性分析。评价指标为肢体围度、肌肉厚度、肌肉力量和专项能力等,对不同专项运动能力进行亚组分析。结果:①共纳入18项随机对照试验,共403例受试者,根据Cochrane协作网偏倚风险评估工具,纳入文献中文献质量为A级的有16篇,B级有2篇。②将血流限制训练法联合抗阻训练与抗阻训练之间的效果进行对比,在肢体围度方面,两组间无显著性差异(SMD=0.03,95%CI:-0.16-0.21,P=0.78);在肌肉厚度方面(SMD=0.14,95%CI:0.01-0.27,P=0.03)及肌肉力量方面(SMD=0.37,95%CI:0.14-0.60,P=0.001)两组间有显著性差异。③对专项能力指标进行亚组分析结果显示,距离指标的分析结果存在高异质性(I2=73%),时间指标的分析结果存在高异质性(I2=55%),分析可能原因是各研究的测试方法及评估指标意义的不同导致;功率指标的分析结果显示无异质性(I2=0%);血流限制训练法联合抗阻训练对距离指标具有显著影响(P<0.01)。④合并效应结果显示,血流限制训练法联合抗阻训练比较抗阻训练对于专项能力的影响(P=0.41),提示不同训练方法对于专项能力不存在显著性影响。结论:①两种训练方法均能够促进大学生运动者的肌肉厚度、肌肉力量和专项能力,血流限制训练法联合抗阻训练相较于抗阻训练在促进运动员肌肉厚度、肌肉力量和部分专项能力方面具有显著性效果。因此,可以在专项训练之中科学合理地融合血流限制训练法,以差异性的生理刺激综合作用于肌肉,以取得更好的训练效果。②然而,由于纳入的研究数量较少,以及其他可能存在的局限性,今后需要纳入更多的高质量、多项目类型和性别的随机对照试验来证实。展开更多
Based on the Canadian Standards Association(CSA) criterion,experiments on 30 pull-out specimens were conducted to study the bond strength of deformed GFRP rebars with 8 different surface configurations.Each rebar was ...Based on the Canadian Standards Association(CSA) criterion,experiments on 30 pull-out specimens were conducted to study the bond strength of deformed GFRP rebars with 8 different surface configurations.Each rebar was embedded in a 150 mm concrete cube,and the test embedded length was four times of the rebar diameter.Relationship between the mode of failure,the average bond strength and the average bond strength-slip for each rebar was analyzed.Results show that the failure mode of all specimens is the shearing off or desquamation of ribs,no splitting cracks appear on the cube specimens.The bond stress of deformed GFRP rebars mainly depends on the mechanical interaction between the ribs of the bar and the surrounding concrete,and the bond strength of deformed GFRP rebars is improved obviously.The optimal rib spacing is less than 2.5 times of the rebar diameter,and the rib height is more than 3% of the rebar diameter.展开更多
Ultra-high strength special steels and wrought Ni-base superalloys are been ever increasingly applied in aircraft and aerospace,power generation,oil-gas and other industries.The development of those materials is drive...Ultra-high strength special steels and wrought Ni-base superalloys are been ever increasingly applied in aircraft and aerospace,power generation,oil-gas and other industries.The development of those materials is driven by tougher working conditions,higher efficiency,environment consideration,resource limitation and cost reduction. This presentation will focus on the development of ultra high strength special steels and wrought Ni-base superalloys in aircraft industry. The examples of ultra-high strength steels include: (1) Ultra-high strength stainless steels for landing gear and other structures; (2)High speed and high temperature main shaft bearing steels; (3) Ultra-high strength steels for jet engine main shaft. New and modified Ni-base superalloys will be discussed by examples of (1 )Low cost,process-friendly superalloys with higher performance; (2)Modification of hard-to-processed superalloys. Future development of those materials will be addressed.展开更多
Bumps in coal mines have been recognized as a major hazard for many years. These sudden and violent failures around mine openings have compromised safety, ventilation and access to mine workings.Previous studies showe...Bumps in coal mines have been recognized as a major hazard for many years. These sudden and violent failures around mine openings have compromised safety, ventilation and access to mine workings.Previous studies showed that the violence of coal specimen failure depends on both the interface friction and width-to-height（W/H） ratio of coal specimen. The mode of failure for a uniaxially loaded coal specimen or a coal pillar is a combination of both shear failure along the interface and compressive failure in the coal. The shear failure along the interface triggered the compressive failure in coal. The compressive failure of a coal specimen or a coal pillar can be controlled by changing its W/H ratio. As the W/H ratio increases, the ultimate strength increases. Hence, with a proper combination of interface friction and the W/H ratio of pillar or coal specimen, the mode of failure will change from sudden violent failure which is brittle failure to non-violent failure which is ductile failure. The main objective of this paper is to determine at what W/H ratio and interface friction the mode of failure changes from violent to non-violent. In this research, coal specimens of W/H ratio ranging from 1 to 10 were uniaxially tested under two interface frictions of 0.1 and 0.25, and the results are presented and discussed.展开更多
This paper mainly studies on the biaxial tensile strength and its calculative formula of a special made concrete. According to the Hill theory and the uniaxial tensile experiment results, the expression of the concret...This paper mainly studies on the biaxial tensile strength and its calculative formula of a special made concrete. According to the Hill theory and the uniaxial tensile experiment results, the expression of the concrete biaxial tensile strength is deduced, which is then combined with experiment data and checked. The result shows： the biaxial tensile strength of this kind of concrete is about 15%-30% lower than its uniaxial tensile strength, and the calculative value is basically consistent with the experiment value, with less than 11% difference. This kind of biaxial tension weakening effect is very important to the structure designs of concrete road. The author suggests further research.展开更多
文摘In this paper, the influence of loading rate and specimen height on flexural strength of Al2O3 at high temperatures has been studied by three-point bending method. The experimental results show that the flexural strength of Al2O3 decreases with increasing specimen height at room temperature, and it tends to stability when height increases to a certain degree (h=5mm in this paper), while the flexural strength of Al2O3 variates unapparently at high temperature with increasing height. There is a critical loading rate R . c. When loading rate R . is less than R . c, the flexural strength of Al2O3 increases with increasing loading rate and it drops sharply when loading rate is higher than R . c. The sensitivity of flexural strength to the loading rate decreases with elevating temperatures.
基金Supported by the Major Science and Technology Program of Hunan Province(2017NK1010)the Research on High Efficient Cultivation of Populus deltoids Industrial Resources in Dongting Lake Area,the Special Found for the Development and Efficient Utilization Technology Innovation of Forestry Resources during the"13th Five-Year Plan"(2016YFD0600402-2)the Research and Demonstration of Populus Engineering Structural Materials Directional Cultivation and Value-Added Key Technologies,the Science and Technology Planning Project for Forestry of Hunan Province(XLK201506)
文摘In order to explore the differences in the compressive strength parallel to grain （CSPG） between different clones and individual woods of Populus deltoides Marsh., the CSPGs of 5 15-year-old P. deltoides clones were determined and analyzed. The results showed that there were significant differences in CSPG of wood between different clones of P. deltoides . The CSPG of the tested clones reached more than 41 MPa, which was higher than the average compressive strength of P. deltoides （32.94 MPa）. Similar to the changes of stem height, the CSPG of the clones gradually increased with the increase of stem height. However, there were significant differences in CSPG of an individual plant at different tree heights. The CSPG of P. deltoides clones was related with their growth traits, but not significantly. Therefore, it is expected to achieve simultaneous and independent improvement on CSPG and the growth of P. deltoides , so as to get excellent individuals with fast growth and high CSPG.
文摘目的:通过收集血流限制训练法联合抗阻训练的相关文献,依照系统评价和Meta分析的范式,分析血流限制训练法联合抗阻训练与抗阻训练对运动者肌肉相关指标和专项能力的不同影响,旨在为运动者在训练实践中运用血流限制训练提供数据支持。方法:检索中外数据库(中国知网、万方、PubMed、Web of Science和SPORTDiscus),应用血流限制训练法联合抗阻训练对对象为运动者中大学生运动者肢体围度、肌肉质量、肌肉力量和专项运动能力影响的随机对照试验,检索起止时间为2000-01-01/2023-10-12。至少2名研究者采用Cochrane协作网偏倚风险评估工具和标准对纳入文献进行质量评价。使用RevMan 5.4软件进行异质性检验、数据合并、亚组分析、绘制森林图和敏感性分析,绘制漏斗图并进行发表偏倚评价和敏感性分析。评价指标为肢体围度、肌肉厚度、肌肉力量和专项能力等,对不同专项运动能力进行亚组分析。结果:①共纳入18项随机对照试验,共403例受试者,根据Cochrane协作网偏倚风险评估工具,纳入文献中文献质量为A级的有16篇,B级有2篇。②将血流限制训练法联合抗阻训练与抗阻训练之间的效果进行对比,在肢体围度方面,两组间无显著性差异(SMD=0.03,95%CI:-0.16-0.21,P=0.78);在肌肉厚度方面(SMD=0.14,95%CI:0.01-0.27,P=0.03)及肌肉力量方面(SMD=0.37,95%CI:0.14-0.60,P=0.001)两组间有显著性差异。③对专项能力指标进行亚组分析结果显示,距离指标的分析结果存在高异质性(I2=73%),时间指标的分析结果存在高异质性(I2=55%),分析可能原因是各研究的测试方法及评估指标意义的不同导致;功率指标的分析结果显示无异质性(I2=0%);血流限制训练法联合抗阻训练对距离指标具有显著影响(P<0.01)。④合并效应结果显示,血流限制训练法联合抗阻训练比较抗阻训练对于专项能力的影响(P=0.41),提示不同训练方法对于专项能力不存在显著性影响。结论:①两种训练方法均能够促进大学生运动者的肌肉厚度、肌肉力量和专项能力,血流限制训练法联合抗阻训练相较于抗阻训练在促进运动员肌肉厚度、肌肉力量和部分专项能力方面具有显著性效果。因此,可以在专项训练之中科学合理地融合血流限制训练法,以差异性的生理刺激综合作用于肌肉,以取得更好的训练效果。②然而,由于纳入的研究数量较少,以及其他可能存在的局限性,今后需要纳入更多的高质量、多项目类型和性别的随机对照试验来证实。
基金Sponsored by the Western Communication Construction and Science & Technological Project(Grant No.200431882021)the National Science Fundfor Distinguished Young Scholars (Grant No.50525823)
文摘Based on the Canadian Standards Association(CSA) criterion,experiments on 30 pull-out specimens were conducted to study the bond strength of deformed GFRP rebars with 8 different surface configurations.Each rebar was embedded in a 150 mm concrete cube,and the test embedded length was four times of the rebar diameter.Relationship between the mode of failure,the average bond strength and the average bond strength-slip for each rebar was analyzed.Results show that the failure mode of all specimens is the shearing off or desquamation of ribs,no splitting cracks appear on the cube specimens.The bond stress of deformed GFRP rebars mainly depends on the mechanical interaction between the ribs of the bar and the surrounding concrete,and the bond strength of deformed GFRP rebars is improved obviously.The optimal rib spacing is less than 2.5 times of the rebar diameter,and the rib height is more than 3% of the rebar diameter.
文摘Ultra-high strength special steels and wrought Ni-base superalloys are been ever increasingly applied in aircraft and aerospace,power generation,oil-gas and other industries.The development of those materials is driven by tougher working conditions,higher efficiency,environment consideration,resource limitation and cost reduction. This presentation will focus on the development of ultra high strength special steels and wrought Ni-base superalloys in aircraft industry. The examples of ultra-high strength steels include: (1) Ultra-high strength stainless steels for landing gear and other structures; (2)High speed and high temperature main shaft bearing steels; (3) Ultra-high strength steels for jet engine main shaft. New and modified Ni-base superalloys will be discussed by examples of (1 )Low cost,process-friendly superalloys with higher performance; (2)Modification of hard-to-processed superalloys. Future development of those materials will be addressed.
基金sponsored by Coal and Energy Research Bureau and CDC-NIOSH under Grant No.R01OH009532
文摘Bumps in coal mines have been recognized as a major hazard for many years. These sudden and violent failures around mine openings have compromised safety, ventilation and access to mine workings.Previous studies showed that the violence of coal specimen failure depends on both the interface friction and width-to-height（W/H） ratio of coal specimen. The mode of failure for a uniaxially loaded coal specimen or a coal pillar is a combination of both shear failure along the interface and compressive failure in the coal. The shear failure along the interface triggered the compressive failure in coal. The compressive failure of a coal specimen or a coal pillar can be controlled by changing its W/H ratio. As the W/H ratio increases, the ultimate strength increases. Hence, with a proper combination of interface friction and the W/H ratio of pillar or coal specimen, the mode of failure will change from sudden violent failure which is brittle failure to non-violent failure which is ductile failure. The main objective of this paper is to determine at what W/H ratio and interface friction the mode of failure changes from violent to non-violent. In this research, coal specimens of W/H ratio ranging from 1 to 10 were uniaxially tested under two interface frictions of 0.1 and 0.25, and the results are presented and discussed.
文摘This paper mainly studies on the biaxial tensile strength and its calculative formula of a special made concrete. According to the Hill theory and the uniaxial tensile experiment results, the expression of the concrete biaxial tensile strength is deduced, which is then combined with experiment data and checked. The result shows： the biaxial tensile strength of this kind of concrete is about 15%-30% lower than its uniaxial tensile strength, and the calculative value is basically consistent with the experiment value, with less than 11% difference. This kind of biaxial tension weakening effect is very important to the structure designs of concrete road. The author suggests further research.
