A self-designed restrained ring test was applied to investigate cracking of mortar.The cracking total weigh W and cracking control rate K were applied to evaluate anti-cracking performance of mortar.Through the above ...A self-designed restrained ring test was applied to investigate cracking of mortar.The cracking total weigh W and cracking control rate K were applied to evaluate anti-cracking performance of mortar.Through the above method,the influence of polymer on the shrinkage and anti-cracking performance was studied.The microstructures of mortar specimens were investigated by means of SEM.The results indicated that the addition of polymer can efficiently reduce the shrinkage of mortar and improve the anti-cracking performance of mortar.展开更多
In order to investigate the synergistic effect of re-dispersible powder-ethylene-vinyl acetate copolymer(EVA) and polypropylene fiber on the crack resistance of concrete under thermal fatigue loading, the compressive ...In order to investigate the synergistic effect of re-dispersible powder-ethylene-vinyl acetate copolymer(EVA) and polypropylene fiber on the crack resistance of concrete under thermal fatigue loading, the compressive strength, ultimate tensile strength, ultimate tensile strain and tensile modulus of elasticity were tested. In addition, ultrasonic method and scanning electron microscope analysis were used to explain the microstructure mechanism. The results show that polypropylene fiberreinforced concrete presents a better performance on crack resistance than ordinary concrete, and the synergism of EVA and polypropylene fiber can improve the anti-cracking ability of concrete further.展开更多
To understand the effects offiller-asphalt ratio on different properties of lignin and polyesterfiber reinforced shape memory polyurethane(SMPU)/styrene butadiene styrene(SBS)composite modified asphalt mortar(PSAM),as we...To understand the effects offiller-asphalt ratio on different properties of lignin and polyesterfiber reinforced shape memory polyurethane(SMPU)/styrene butadiene styrene(SBS)composite modified asphalt mortar(PSAM),as well as to reveal the reinforcing and toughening mechanisms of lignin and polyesterfibers on PSAM,SMPU,SBS and mineral powder werefirst utilized to prepare PSAM.Then the conventional,rheological and anti-cracking properties of ligninfiber reinforced PSAM(LFAM)and polyesterfiber reinforced PSAM(PFAM)at dif-ferentfiller-asphalt ratios were characterized.Test results indicate that the shear strength,deformation resistance and viscosity are increased after adding 0.8wt%ligninfiber or polyesterfiber and increasing thefiller-asphalt ratio from 0.8 to 1.2.The optimalfiller-asphalt ratio of 1.0 is proposed after comprehensive performance assessments of PSAM.Polyesterfiber shows a better reinforcing effect than ligninfiber,but its improvement in the thermal stability of PSAM is not significant at high temperatures.Additionally,the complex modulus,storage modulus,loss modulus and rutting resistance factor of PSAM are improved after adding ligninfiber and polyesterfiber,as well as show an increasing trend as thefiller-asphalt ratio is raised,but the phase angle is gradually decreased.Further,the increase of elastic components in PSAM effectively enhances the anti-deformation ability of PSAM at high temperatures,and polyesterfiber more obviously improves the high-temperature deformation resistance of PSAM than ligninfiber.Finally,the anti-cracking performance of PFAM and LFAM at low temperatures is reduced by 74.2%and 46.7%,respectively,as thefiller-asphalt ratio is raised from 0.8 to 1.2.The low-temperature anti-cracking performance of LFAM is lower than that of PFAM at the samefiller-asphalt ratio,even lower than that of PSA.Compared with ligninfiber,the anti-cracking performance and deformation resistance of PSAM at low temperature is more greatly enhanced by polyester fiber.展开更多
为探寻定轴钢齿种床整备装置作业执行部件清秸单体因刀齿排布旋向不同而对其作业性能及负载的影响,该文在介绍左、右螺旋清秸单体的机构组成及工作原理的基础上,理论分析确定其等距切土节距条件,依此确定了玉米大垄双行清秸单体参数,并...为探寻定轴钢齿种床整备装置作业执行部件清秸单体因刀齿排布旋向不同而对其作业性能及负载的影响,该文在介绍左、右螺旋清秸单体的机构组成及工作原理的基础上,理论分析确定其等距切土节距条件,依此确定了玉米大垄双行清秸单体参数,并进行运动学仿真,仿真验证了等距切土节距条件的正确,并对比分析总结两者打击规律：刀轴纵向前进,侧向旋转,刀齿按序号1~9次序依次与地面进行打击,左旋清秸单体刀齿沿作业方向打击位置排序为186429753,右旋清秸单为594837261,单头螺线刀齿打击方向,左旋清秸单体与作业方向相同,打击间距等于4个节距,整体采用反向插补式打击;右旋清秸单体与作业方向相反,打击间距等于2个节距,整体采用推进式打击,且两者具有相同的螺旋进距及切土节距。利用仿真模拟及田间试验的方法对两者的载荷状况及作业性能进行对比分析,左、右螺旋清秸单体仿真切土平均阻力及离散度分别0.0658 k N、66.2及0.062 k N、60.1;田间扭矩消耗均值、标准差及根茬清除率分别为64.6 N·m、7.2、93.8%及62.7 N·m、5.1、95.3%,右旋清秸单体所有评价指标除根茬清除率外皆小于左旋清秸单体,表明右旋清秸单体具有较小的载荷消耗、载荷波动及较佳的作业性能。该研究可为具有排布特性的土壤耕作机具研究提供参考。展开更多
The "Grid" was coined in the mid1990s to denote a proposed distributed computing infrastructure for ad-vaced science and engineering. Now, it has emerged as an important new field. Grid computing can be defi...The "Grid" was coined in the mid1990s to denote a proposed distributed computing infrastructure for ad-vaced science and engineering. Now, it has emerged as an important new field. Grid computing can be defined as co-ordinated resources sharing and problem solving in dynamic , multi-institutional virtual organizations. In this paper,we introduce the idea of virtual organizations, present characteristics and requirments of virtual organizations resoucessharing , some important terms in Grid technologies are defined, and principle fundementals and critical ideas of Gridarchitecture are disscussed.展开更多
文摘A self-designed restrained ring test was applied to investigate cracking of mortar.The cracking total weigh W and cracking control rate K were applied to evaluate anti-cracking performance of mortar.Through the above method,the influence of polymer on the shrinkage and anti-cracking performance was studied.The microstructures of mortar specimens were investigated by means of SEM.The results indicated that the addition of polymer can efficiently reduce the shrinkage of mortar and improve the anti-cracking performance of mortar.
基金Funded by National Key R&D Program(No.2016YFC0701003)of Chinathe Fundamental Research Funds for the Central Universities
文摘In order to investigate the synergistic effect of re-dispersible powder-ethylene-vinyl acetate copolymer(EVA) and polypropylene fiber on the crack resistance of concrete under thermal fatigue loading, the compressive strength, ultimate tensile strength, ultimate tensile strain and tensile modulus of elasticity were tested. In addition, ultrasonic method and scanning electron microscope analysis were used to explain the microstructure mechanism. The results show that polypropylene fiberreinforced concrete presents a better performance on crack resistance than ordinary concrete, and the synergism of EVA and polypropylene fiber can improve the anti-cracking ability of concrete further.
基金This work was supported by National Natural Science Foundation of China(No.52208440)Natural Science Foundation of Jiangsu Province(BK20210618)+1 种基金the Natural Science Foundation of the Jiangsu Higher Education Institutions of China(21KJB580003)National Undergraduate Training Program for Innovation and Entrepreneurship(2021NFUSPITP0638).
文摘To understand the effects offiller-asphalt ratio on different properties of lignin and polyesterfiber reinforced shape memory polyurethane(SMPU)/styrene butadiene styrene(SBS)composite modified asphalt mortar(PSAM),as well as to reveal the reinforcing and toughening mechanisms of lignin and polyesterfibers on PSAM,SMPU,SBS and mineral powder werefirst utilized to prepare PSAM.Then the conventional,rheological and anti-cracking properties of ligninfiber reinforced PSAM(LFAM)and polyesterfiber reinforced PSAM(PFAM)at dif-ferentfiller-asphalt ratios were characterized.Test results indicate that the shear strength,deformation resistance and viscosity are increased after adding 0.8wt%ligninfiber or polyesterfiber and increasing thefiller-asphalt ratio from 0.8 to 1.2.The optimalfiller-asphalt ratio of 1.0 is proposed after comprehensive performance assessments of PSAM.Polyesterfiber shows a better reinforcing effect than ligninfiber,but its improvement in the thermal stability of PSAM is not significant at high temperatures.Additionally,the complex modulus,storage modulus,loss modulus and rutting resistance factor of PSAM are improved after adding ligninfiber and polyesterfiber,as well as show an increasing trend as thefiller-asphalt ratio is raised,but the phase angle is gradually decreased.Further,the increase of elastic components in PSAM effectively enhances the anti-deformation ability of PSAM at high temperatures,and polyesterfiber more obviously improves the high-temperature deformation resistance of PSAM than ligninfiber.Finally,the anti-cracking performance of PFAM and LFAM at low temperatures is reduced by 74.2%and 46.7%,respectively,as thefiller-asphalt ratio is raised from 0.8 to 1.2.The low-temperature anti-cracking performance of LFAM is lower than that of PFAM at the samefiller-asphalt ratio,even lower than that of PSA.Compared with ligninfiber,the anti-cracking performance and deformation resistance of PSAM at low temperature is more greatly enhanced by polyester fiber.
文摘为探寻定轴钢齿种床整备装置作业执行部件清秸单体因刀齿排布旋向不同而对其作业性能及负载的影响,该文在介绍左、右螺旋清秸单体的机构组成及工作原理的基础上,理论分析确定其等距切土节距条件,依此确定了玉米大垄双行清秸单体参数,并进行运动学仿真,仿真验证了等距切土节距条件的正确,并对比分析总结两者打击规律：刀轴纵向前进,侧向旋转,刀齿按序号1~9次序依次与地面进行打击,左旋清秸单体刀齿沿作业方向打击位置排序为186429753,右旋清秸单为594837261,单头螺线刀齿打击方向,左旋清秸单体与作业方向相同,打击间距等于4个节距,整体采用反向插补式打击;右旋清秸单体与作业方向相反,打击间距等于2个节距,整体采用推进式打击,且两者具有相同的螺旋进距及切土节距。利用仿真模拟及田间试验的方法对两者的载荷状况及作业性能进行对比分析,左、右螺旋清秸单体仿真切土平均阻力及离散度分别0.0658 k N、66.2及0.062 k N、60.1;田间扭矩消耗均值、标准差及根茬清除率分别为64.6 N·m、7.2、93.8%及62.7 N·m、5.1、95.3%,右旋清秸单体所有评价指标除根茬清除率外皆小于左旋清秸单体,表明右旋清秸单体具有较小的载荷消耗、载荷波动及较佳的作业性能。该研究可为具有排布特性的土壤耕作机具研究提供参考。
文摘The "Grid" was coined in the mid1990s to denote a proposed distributed computing infrastructure for ad-vaced science and engineering. Now, it has emerged as an important new field. Grid computing can be defined as co-ordinated resources sharing and problem solving in dynamic , multi-institutional virtual organizations. In this paper,we introduce the idea of virtual organizations, present characteristics and requirments of virtual organizations resoucessharing , some important terms in Grid technologies are defined, and principle fundementals and critical ideas of Gridarchitecture are disscussed.
