The three-dimensional(3 D) structures of pores directly affect the CH4 flow.Therefore,it is very important to analyze the3 D spatial structure of pores and to simulate the CH4 flow with the connected pores as the carr...The three-dimensional(3 D) structures of pores directly affect the CH4 flow.Therefore,it is very important to analyze the3 D spatial structure of pores and to simulate the CH4 flow with the connected pores as the carrier.The result shows that the equivalent radius of pores and throats are 1-16 μm and 1.03-8.9 μm,respectively,and the throat length is 3.28-231.25 μm.The coordination number of pores concentrates around three,and the intersection point between the connectivity function and the X-axis is 3-4 μm,which indicate the macro-pores have good connectivity.During the single-channel flow,the pressure decreases along the direction of CH4 flow,and the flow velocity of CH4 decreases from the pore center to the wall.Under the dual-channel and the multi-channel flows,the pressure also decreases along the CH4 flow direction,while the velocity increases.The mean flow pressure gradually decreases with the increase of the distance from the inlet slice.The change of mean flow pressure is relatively stable in the direction horizontal to the bedding plane,while it is relatively large in the direction perpendicular to the bedding plane.The mean flow velocity in the direction horizontal to the bedding plane(Y-axis) is the largest,followed by that in the direction horizontal to the bedding plane(X-axis),and the mean flow velocity in the direction perpendicular to the bedding plane is the smallest.展开更多
为了尽快实现碳中和的目标,二氧化碳捕获、利用和封存(Carbon Capture,Utilization and Storage——CCUS)技术不可或缺。由于CCUS高温高压的环境引起较大的应力和温度波动,水泥环易形成裂缝对CO_(2)的安全封存造成威胁。以碳酸钙晶须和...为了尽快实现碳中和的目标,二氧化碳捕获、利用和封存(Carbon Capture,Utilization and Storage——CCUS)技术不可或缺。由于CCUS高温高压的环境引起较大的应力和温度波动,水泥环易形成裂缝对CO_(2)的安全封存造成威胁。以碳酸钙晶须和氧化石墨烯作为引晶材料诱导水泥石裂缝表面碳化结晶,并研究其对水泥石裂缝自愈合进程的影响。实验结果表明,经过碳化自愈合反应不同的龄期后,分别掺入碳酸钙晶须和氧化石墨烯水泥石的抗压强度均高于空白水泥石。μ-CT的结果分析表明,掺入碳酸钙晶须和氧化石墨烯的水泥石裂缝体积的自愈率分别为55.24%和74.60%,要高于空白水泥石的18.32%;水泥石裂缝表面物相分析表明,随着碳化时间的增加,掺入引晶材料水泥石裂缝表面的CaCO_(3)晶体含量高于空白水泥石。由此说明碳酸钙晶须和氧化石墨烯作为引晶材料可提高水泥石裂缝在CCUS工况下的碳化自愈合能力。展开更多
In this study,the mechanical properties of glass scaffolds manufactured by robocasting are investigated through micro computed tomography(/x-CT)based finite element modeling.The scaffolds are obtained by printing fibe...In this study,the mechanical properties of glass scaffolds manufactured by robocasting are investigated through micro computed tomography(/x-CT)based finite element modeling.The scaffolds are obtained by printing fibers along two perpendicular directions on parallel layers with a 90°tilting between two adjacent layers.A parametric study is first presented with the purpose to assess the effect of the major design parameters on the elastic and strength properties of the scaffold;the mechanical properties of the 3D printed scaffolds are eventually estimated by using the\i-CT data with the aim of assessing the effect of defects on the final geometry which are intrinsic in the manufacturing process.The macroscopic elastic modulus and strength of the scaffold are determined by simulating a uniaxial compressive test along the direction which is perpendicular to the layers of the printed fibers.An iterative approach has been used in order to determine the scaffold strength.A partial validation of the computational model has been obtained through comparison of the computed results with experimental values presented in[10]on a ceramic scaffold having the same geometry.All the results have been presented as non-dimensional values.The finite element analyses have shown which of the selected design parameters have the major effect on the stiffness and strength,being the porosity and fiber shifting between adjacent layers the most important ones.The analyses carried out on the basis of the/x-C7 data have shown elastic modulus and strength which are consistent with that found on ideal geometry at similar macroscopic porosity.展开更多
基金financially supported by the National Key Research and Development Plan(No.2018YFB0605601)the National Natural Science Foundation of China(No.41972168)。
文摘The three-dimensional(3 D) structures of pores directly affect the CH4 flow.Therefore,it is very important to analyze the3 D spatial structure of pores and to simulate the CH4 flow with the connected pores as the carrier.The result shows that the equivalent radius of pores and throats are 1-16 μm and 1.03-8.9 μm,respectively,and the throat length is 3.28-231.25 μm.The coordination number of pores concentrates around three,and the intersection point between the connectivity function and the X-axis is 3-4 μm,which indicate the macro-pores have good connectivity.During the single-channel flow,the pressure decreases along the direction of CH4 flow,and the flow velocity of CH4 decreases from the pore center to the wall.Under the dual-channel and the multi-channel flows,the pressure also decreases along the CH4 flow direction,while the velocity increases.The mean flow pressure gradually decreases with the increase of the distance from the inlet slice.The change of mean flow pressure is relatively stable in the direction horizontal to the bedding plane,while it is relatively large in the direction perpendicular to the bedding plane.The mean flow velocity in the direction horizontal to the bedding plane(Y-axis) is the largest,followed by that in the direction horizontal to the bedding plane(X-axis),and the mean flow velocity in the direction perpendicular to the bedding plane is the smallest.
文摘为了尽快实现碳中和的目标,二氧化碳捕获、利用和封存(Carbon Capture,Utilization and Storage——CCUS)技术不可或缺。由于CCUS高温高压的环境引起较大的应力和温度波动,水泥环易形成裂缝对CO_(2)的安全封存造成威胁。以碳酸钙晶须和氧化石墨烯作为引晶材料诱导水泥石裂缝表面碳化结晶,并研究其对水泥石裂缝自愈合进程的影响。实验结果表明,经过碳化自愈合反应不同的龄期后,分别掺入碳酸钙晶须和氧化石墨烯水泥石的抗压强度均高于空白水泥石。μ-CT的结果分析表明,掺入碳酸钙晶须和氧化石墨烯的水泥石裂缝体积的自愈率分别为55.24%和74.60%,要高于空白水泥石的18.32%;水泥石裂缝表面物相分析表明,随着碳化时间的增加,掺入引晶材料水泥石裂缝表面的CaCO_(3)晶体含量高于空白水泥石。由此说明碳酸钙晶须和氧化石墨烯作为引晶材料可提高水泥石裂缝在CCUS工况下的碳化自愈合能力。
文摘In this study,the mechanical properties of glass scaffolds manufactured by robocasting are investigated through micro computed tomography(/x-CT)based finite element modeling.The scaffolds are obtained by printing fibers along two perpendicular directions on parallel layers with a 90°tilting between two adjacent layers.A parametric study is first presented with the purpose to assess the effect of the major design parameters on the elastic and strength properties of the scaffold;the mechanical properties of the 3D printed scaffolds are eventually estimated by using the\i-CT data with the aim of assessing the effect of defects on the final geometry which are intrinsic in the manufacturing process.The macroscopic elastic modulus and strength of the scaffold are determined by simulating a uniaxial compressive test along the direction which is perpendicular to the layers of the printed fibers.An iterative approach has been used in order to determine the scaffold strength.A partial validation of the computational model has been obtained through comparison of the computed results with experimental values presented in[10]on a ceramic scaffold having the same geometry.All the results have been presented as non-dimensional values.The finite element analyses have shown which of the selected design parameters have the major effect on the stiffness and strength,being the porosity and fiber shifting between adjacent layers the most important ones.The analyses carried out on the basis of the/x-C7 data have shown elastic modulus and strength which are consistent with that found on ideal geometry at similar macroscopic porosity.
