锚杆是岩土工程中重要的支护构件,本文基于CZM(Cohesive Zone Model)模型分析全长粘结式锚杆的脱粘破坏特性。结果表明:对于岩石里固化后的水泥灌浆锚杆脱粘破坏主要经过3个阶段:弹性阶段、塑性破坏阶段、完全破坏阶段。锚固长度在一定...锚杆是岩土工程中重要的支护构件,本文基于CZM(Cohesive Zone Model)模型分析全长粘结式锚杆的脱粘破坏特性。结果表明:对于岩石里固化后的水泥灌浆锚杆脱粘破坏主要经过3个阶段:弹性阶段、塑性破坏阶段、完全破坏阶段。锚固长度在一定范围内变化时,增加锚固长度,并不能增大破坏时的位移。展开更多
为了探究装配式风电混塔胶黏拼缝的黏结性能以及塔筒整体的承载力,开展了混凝土-结构胶黏结界面的法向拉伸和切向剪切试验。针对混凝土黏结界面位置的裂纹开展以及破坏模式进行了详细考察,明确了黏结界面的法向以及切向的内聚力本构模...为了探究装配式风电混塔胶黏拼缝的黏结性能以及塔筒整体的承载力,开展了混凝土-结构胶黏结界面的法向拉伸和切向剪切试验。针对混凝土黏结界面位置的裂纹开展以及破坏模式进行了详细考察,明确了黏结界面的法向以及切向的内聚力本构模型。基于试验得到的内聚力本构模型建立了6节段的装配式风电混塔简化模型,开展了装配式塔筒在纯扭及弯扭荷载工况下的承载能力研究,探究了竖缝结构胶对于装配式混塔承载力的影响。研究表明:混凝土-结构胶-混凝土黏结试件的剪切破坏模式以黏结界面破坏为主,抗剪性能会弱于混凝土本身;而法向拉伸破坏模式以混凝土基材破坏为主,抗拉性能会强于混凝土本身;通过数值模拟计算结果发现,相比于摩擦接触模型,竖缝内聚力模型(cohesive zone model,CZM)的抗扭承载能力有显著提升,但扭矩持续加载导致竖缝内聚力单元破坏后,其抗扭承载力和摩擦接触模型相近。展开更多
In this study,a fully coupled hydromechanical model within the extended finite element method(XFEM)-based cohesive zone method(CZM)is employed to investigate the simultaneous height growth behavior of multi-cluster hy...In this study,a fully coupled hydromechanical model within the extended finite element method(XFEM)-based cohesive zone method(CZM)is employed to investigate the simultaneous height growth behavior of multi-cluster hydraulic fractures in layered porous reservoirs with modulus contrast.The coupled hydromechanical model is first verified against an analytical solution and a laboratory experiment.Then,the fracture geometry(e.g.height,aperture,and area)and fluid pressure evolutions of multiple hydraulic fractures placed in a porous reservoir interbedded with alternating stiff and soft layers are investigated using the model.The stress and pore pressure distributions within the layered reservoir during fluid injection are also presented.The simulation results reveal that stress umbrellas are easily to form among multiple hydraulic fractures’tips when propagating in soft layers,which impedes the simultaneous height growth.It is also observed that the impediment effect of soft layer is much more significant in the fractures suppressed by the preferential growth of adjoining fractures.After that,the combined effect of in situ stress ratio and fracturing spacing on the multi-fracture height growth is presented,and the results elucidate the influence of in situ stress ratio on the height growth behavior depending on the fracture spacing.Finally,it is found that the inclusion of soft layers changes the aperture distribution of outmost and interior hydraulic fractures.The results obtained from this study may provide some insights on the understanding of hydraulic fracture height containment observed in filed.展开更多
This paper examines the mechanical behavior offiber reinforced polymer(FRP)-confined concrete under cyclic compression using the 3D cohesive zone model(CZM).A numerical modeling method was developed,employing zero-thick...This paper examines the mechanical behavior offiber reinforced polymer(FRP)-confined concrete under cyclic compression using the 3D cohesive zone model(CZM).A numerical modeling method was developed,employing zero-thickness cohesive elements to represent the stress-displacement relationship of concrete potential fracture surfaces and FRP-concrete interfaces.Additionally,mixed-mode damage plastic constitutive models were pro-posed for the concrete potential fracture surfaces and FRP-concrete interface,considering interfacial friction.Furthermore,an anisotropic plastic constitutive model was developed for the FRP composite jacket.The CZM model proposed in this study was validated using experimental data from plain concrete and large rupture strain(LRS)FRP-confined concrete subjected to cyclic compression.The simulation results demonstrate that the pro-posed model accurately predicts the mechanical response of both concrete and FRP-confined concrete under cyc-lic compression.Lastly,various parametric studies were conducted to investigate the internal failure mechanism of FRP-confined concrete under cyclic loading to analyze the influence of the inner friction plasticity of different components.展开更多
针刺/缝合多尺度联锁复合材料具有优异的层间性能,在航天热结构复合材料中得到越来越多的应用,然而,缝合工艺对于针刺复合材料双切口层间剪切(DNS)性能的影响还不清楚。以石英缎纹基布、石英斜纹半切布为原料,设计制备了3种缝合矩阵、4...针刺/缝合多尺度联锁复合材料具有优异的层间性能,在航天热结构复合材料中得到越来越多的应用,然而,缝合工艺对于针刺复合材料双切口层间剪切(DNS)性能的影响还不清楚。以石英缎纹基布、石英斜纹半切布为原料,设计制备了3种缝合矩阵、4种缝合纤维束的石英纤维增强树脂基针刺/缝合多尺度联锁复合材料,测试并分析了复合材料的DNS性能。采用Micro-CT对织物内部结构进行表征,同时通过扫描电镜(SEM)观察试样断口形貌,阐明层间增强机制。使用内聚力模型(Cohesive zone model,CZM)结合Abaqus软件进一步探究针刺/缝合多尺度联锁复合材料的DNS行为,预测材料的极限破坏强度。研究结果表明:缝合工艺的引入极大地改善了复合材料的层间性能,其DNS的破坏载荷最大可达到32.73 MPa,相比针刺复合材料提升了86.46%。针刺/缝合多尺度联锁复合材料DNS的主要破坏方式是基体开裂、纤维束的脆性断裂和拔出。同时,模拟结果和针刺/缝合多尺度联锁复合材料的DNS实验结果吻合较好,误差最大不超过8%,证明本文建立的内聚力模型能够有效预测针刺/缝合多尺度联锁复合材料的层间剪切性能。展开更多
文摘为了探究装配式风电混塔胶黏拼缝的黏结性能以及塔筒整体的承载力,开展了混凝土-结构胶黏结界面的法向拉伸和切向剪切试验。针对混凝土黏结界面位置的裂纹开展以及破坏模式进行了详细考察,明确了黏结界面的法向以及切向的内聚力本构模型。基于试验得到的内聚力本构模型建立了6节段的装配式风电混塔简化模型,开展了装配式塔筒在纯扭及弯扭荷载工况下的承载能力研究,探究了竖缝结构胶对于装配式混塔承载力的影响。研究表明:混凝土-结构胶-混凝土黏结试件的剪切破坏模式以黏结界面破坏为主,抗剪性能会弱于混凝土本身;而法向拉伸破坏模式以混凝土基材破坏为主,抗拉性能会强于混凝土本身;通过数值模拟计算结果发现,相比于摩擦接触模型,竖缝内聚力模型(cohesive zone model,CZM)的抗扭承载能力有显著提升,但扭矩持续加载导致竖缝内聚力单元破坏后,其抗扭承载力和摩擦接触模型相近。
文摘In this study,a fully coupled hydromechanical model within the extended finite element method(XFEM)-based cohesive zone method(CZM)is employed to investigate the simultaneous height growth behavior of multi-cluster hydraulic fractures in layered porous reservoirs with modulus contrast.The coupled hydromechanical model is first verified against an analytical solution and a laboratory experiment.Then,the fracture geometry(e.g.height,aperture,and area)and fluid pressure evolutions of multiple hydraulic fractures placed in a porous reservoir interbedded with alternating stiff and soft layers are investigated using the model.The stress and pore pressure distributions within the layered reservoir during fluid injection are also presented.The simulation results reveal that stress umbrellas are easily to form among multiple hydraulic fractures’tips when propagating in soft layers,which impedes the simultaneous height growth.It is also observed that the impediment effect of soft layer is much more significant in the fractures suppressed by the preferential growth of adjoining fractures.After that,the combined effect of in situ stress ratio and fracturing spacing on the multi-fracture height growth is presented,and the results elucidate the influence of in situ stress ratio on the height growth behavior depending on the fracture spacing.Finally,it is found that the inclusion of soft layers changes the aperture distribution of outmost and interior hydraulic fractures.The results obtained from this study may provide some insights on the understanding of hydraulic fracture height containment observed in filed.
基金funded by the Natural Science Foundation of Fujian Province(2023J01938)the Scientific Research Startup Foundation of Fujian University of Technology(GY-Z21026).
文摘This paper examines the mechanical behavior offiber reinforced polymer(FRP)-confined concrete under cyclic compression using the 3D cohesive zone model(CZM).A numerical modeling method was developed,employing zero-thickness cohesive elements to represent the stress-displacement relationship of concrete potential fracture surfaces and FRP-concrete interfaces.Additionally,mixed-mode damage plastic constitutive models were pro-posed for the concrete potential fracture surfaces and FRP-concrete interface,considering interfacial friction.Furthermore,an anisotropic plastic constitutive model was developed for the FRP composite jacket.The CZM model proposed in this study was validated using experimental data from plain concrete and large rupture strain(LRS)FRP-confined concrete subjected to cyclic compression.The simulation results demonstrate that the pro-posed model accurately predicts the mechanical response of both concrete and FRP-confined concrete under cyc-lic compression.Lastly,various parametric studies were conducted to investigate the internal failure mechanism of FRP-confined concrete under cyclic loading to analyze the influence of the inner friction plasticity of different components.
文摘针刺/缝合多尺度联锁复合材料具有优异的层间性能,在航天热结构复合材料中得到越来越多的应用,然而,缝合工艺对于针刺复合材料双切口层间剪切(DNS)性能的影响还不清楚。以石英缎纹基布、石英斜纹半切布为原料,设计制备了3种缝合矩阵、4种缝合纤维束的石英纤维增强树脂基针刺/缝合多尺度联锁复合材料,测试并分析了复合材料的DNS性能。采用Micro-CT对织物内部结构进行表征,同时通过扫描电镜(SEM)观察试样断口形貌,阐明层间增强机制。使用内聚力模型(Cohesive zone model,CZM)结合Abaqus软件进一步探究针刺/缝合多尺度联锁复合材料的DNS行为,预测材料的极限破坏强度。研究结果表明:缝合工艺的引入极大地改善了复合材料的层间性能,其DNS的破坏载荷最大可达到32.73 MPa,相比针刺复合材料提升了86.46%。针刺/缝合多尺度联锁复合材料DNS的主要破坏方式是基体开裂、纤维束的脆性断裂和拔出。同时,模拟结果和针刺/缝合多尺度联锁复合材料的DNS实验结果吻合较好,误差最大不超过8%,证明本文建立的内聚力模型能够有效预测针刺/缝合多尺度联锁复合材料的层间剪切性能。
