今日更新:International Journal of Solids and Structures 1 篇,Journal of the Mechanics and Physics of Solids 1 篇,International Journal of Plasticity 1 篇,Thin-Walled Structures 6 篇
Deployment dynamics of a high strain deployable rolled-up composite SAR antenna
Annalisa Tresoldi, Jason Shore, Alfonso Pagani, Guglielmo Aglietti
doi:10.1016/j.ijsolstr.2024.113208
一种高应变可展开卷式复合SAR天线的展开动力学
The Deployable Rolled-up Composite Antenna - Synthetic Aperture Radar (DERCA-SAR) concept design is proposed for a 12U CubeSat low-power remote sensing application. A SAR reflectarray system is considered to be implemented on a High-Strain Composite (HSC) structure with a shallow “tape-measure” inspired shape. The stiffness required in the deployed state is provided by the cross-sectional curvature of the shell, which will be rigidly maintained at the root during stowage. To provide a low-mass solution for this application, the DERCA-SAR technology considers flattening and coiling the shell tip until it reaches the clamped root and deploys by releasing the elastic strain energy stored in the coiled configuration. In this paper, two analytical models are developed to describe the deployment dynamics of this structure and predict the deployment velocity that may impact the antenna performance. Given an initial coil radius r, which is much smaller than the natural radius R to fit a nanosatellite platform, the deployment occurs in two stages that have been revealed through experiments. The first blossoming phase is described as an expanding and uncoiling process based on the Lagrangian approach. The second and more chaotic phase of the deployment is modelled using a Hencky-type model that discretises the shell’s structure in a multi-pendulum system connected by elastic rotational hinges/springs. In this model, the shell’s stiffness is made to locally change based on the characteristic tape springs’ moment–rotation relationship and the implementation of a stiffness function. The analytical results are then compared to experimental data derived from deployment testing on samples of the shells with different material properties. The predictions from the two models capture the significant trends of the data well, and predict the maximum speed with an error of <10%.
可展开卷曲复合材料天线 - 合成孔径雷达(DERCA-SAR)概念设计是为 12U 立方体卫星低功耗遥感应用而提出的。考虑在一种具有浅“卷尺”启发式形状的高应变复合材料(HSC)结构上实现 SAR 反射阵列系统。展开状态所需的刚度由壳体的横截面曲率提供,在收拢时将在根部牢固保持。为了为该应用提供低质量的解决方案,DERCA-SAR 技术考虑将壳体尖端压平并卷曲,直至其到达夹紧的根部,然后通过释放卷曲配置中储存的弹性应变能来展开。在本文中,开发了两个分析模型来描述该结构的展开动力学,并预测可能影响天线性能的展开速度。给定初始卷曲半径 r,其远小于自然半径 R 以适应纳米卫星平台,通过实验揭示了展开过程分为两个阶段。第一个开花阶段被描述为基于拉格朗日方法的扩展和展开过程。第二阶段也是更混乱的展开阶段采用了一种亨克型模型进行建模,该模型将壳体结构离散化为通过弹性旋转铰链/弹簧连接的多摆系统。在此模型中,壳体的刚度根据特征带弹簧的力矩 - 旋转关系以及刚度函数的实施而局部变化。然后将分析结果与从具有不同材料特性的壳体样本的展开测试中得出的实验数据进行比较。这两个模型的预测很好地捕捉了数据的主要趋势,并且对最大速度的预测误差小于 10%。
A Nonlinear Thermo-Visco-Green-Elastic Constitutive Model for Mullins Damage of Shape Memory Polymers under Giant Elongations
Alireza Ostadrahimi, Alireza Enferadi, Mostafa Baghani, Siavash Sarrafan, Guoqiang Li
doi:10.1016/j.jmps.2025.106029
巨伸长下形状记忆聚合物Mullins损伤的非线性热粘绿弹本构模型
In this paper, we introduce a comprehensive 3D finite-deformation constitutive model for shape memory polymers focused on addressing the Mullins effect when subjected to substantial elongation, reaching up to 200% strain. Considering only four Maxwell branches with nonlinear viscous components integrated with the WLF equation, our modeling framework inherently ensures thermodynamic consistency without imposing excessive constraints, linear (Boltzmann) or phenomenological modeling. This approach allows the study of time- and temperature-dependent behaviors, including stress relaxation, cyclic loadings related to the shape memory effect, shape and force recovery, and damage phenomena in SMPs under large elongations. The model integrates hyperelasticity and stress-softening effects while employing the concept of rational thermodynamics and internal state variables in the realm of the thermo-visco-green-elastic continuum approach. Additionally, we delve into the influence of strain levels on stretch-induced softening effects and their subsequent impact on free-shape recovery behavior. To streamline characterization and calibration, we conducted extensive experimental uniaxial cyclic tests across various strain rates and temperatures on a shape memory polymer. The model is compatible with both COMSOL and Abaqus software, enabling robust simulations of complex material responses. Through rigorous comparison against experimental data and extensive finite element multi-physics analysis simulations, we evaluate the model's performance via several multi-physics case studies and validate our proposed algorithm while minimizing both the number of parameters and computational costs.
在本文中,我们为形状记忆聚合物引入了一个全面的三维有限变形本构模型,重点解决了在达到200%应变的大幅伸长时的穆林斯效应。考虑到只有四个麦克斯韦分支与非线性粘性分量与WLF方程集成,我们的建模框架内在地确保热力学一致性,而不施加过多的约束,线性(玻尔兹曼)或现象学建模。这种方法可以研究时间和温度相关的行为,包括应力松弛、与形状记忆效应相关的循环载荷、形状和力恢复,以及大伸长下smp的损伤现象。该模型综合了超弹性和应力软化效应,同时采用了热粘绿弹性连续介质领域的理性热力学概念和内部状态变量。此外,我们还深入研究了应变水平对拉伸引起的软化效应的影响及其对自由形状恢复行为的后续影响。为了简化表征和校准,我们在形状记忆聚合物上进行了各种应变速率和温度下的大量单轴循环实验。该模型与COMSOL和Abaqus软件兼容,能够对复杂的材料响应进行稳健的模拟。通过与实验数据和广泛的有限元多物理场分析模拟的严格比较,我们通过几个多物理场案例研究评估了模型的性能,并验证了我们提出的算法,同时最小化了参数数量和计算成本。
Enhancing the strain-hardening rate and uniform tensile ductility of lightweight refractory high-entropy alloys by tailoring multi-scale heterostructure strategy
Yansong Zhang, Huaming Wang, Junwei Yang, Yanyan Zhu, Jia Li, Zhuo Li, Bing Su, Bingsen Liu, Chunjie Shen
doi:10.1016/j.ijplas.2024.104237
采用定制多尺度异质结构策略提高轻质难熔高熵合金的应变硬化率和均匀拉伸延展性
During the deformation of body-centered cubic (BCC) structured lightweight refractory high-entropy alloys (LRHEAs), strain localization caused by a low strain-hardening rate (SHR) induces premature alloy necking, resulting in poor uniform tensile ductility (UTD) and restricts their processability and applicability. In this study, we improved the SHR of the alloys from negative to 1.5 GPa by tailoring multi-scale heterostructures, including the microscopic bimodal grain distribution, submicron spherical C14 Laves phase, nanoscale local chemical fluctuations (LCFs), and atomic clusters less than 1nm. The strength of the alloy was raised by 13.8%, and the UTD increased by 710% compared with the initial homogenized sample, and overall performance was superior to most LRHEAs. Bimodal grain interfaces can effectively coordinate the strain distribution between the two during deformation, accelerating the generation and storage of geometrically necessary dislocations (GNDs), and the back stress accumulates and increases with strain, stabilizing the hardening ability. Meanwhile, the meticulously dispersed C14 Laves phase plays a role in precipitation strengthening without compromising plasticity. The matrix's LCFs and Al-Zr atomic clusters can further regulate the morphology and distribution of statistically stored dislocations (SSDs). On the one hand, they could effectively pin dislocations and cause them to bend, increasing the migration resistance of SSDs; on the other hand, dislocation tangles resulting from microbands blocking and the interaction of multi-slip systems activate new dislocation sources, which lead to the rapid expansion of secondary microbands in a reticular manner. Those significantly increase the synchronous dislocation multiplication rate and dynamic dislocation density during plastic deformation, maintaining high and sustained SHR of alloys. Therefore, the SHR of LRHEA can be effectively improved by introducing multi-scale heterogeneous structures to optimize the coordination of GND and SSD density and distribution, thus achieving an excellent match between strength and UTD.
在体心立方(BCC)结构轻质耐火高熵合金(LRHEAs)变形过程中,由于低应变硬化率(SHR)导致的应变局部化导致合金过早颈缩,导致均匀拉伸延展性(UTD)较差,限制了其加工性能和适用性。在这项研究中,我们通过调整多尺度异质结构,包括微观双峰晶粒分布、亚微米球形C14 Laves相、纳米尺度局部化学波动(LCFs)和小于1nm的原子团簇,将合金的SHR从负提高到1.5 GPa。与初始均质样品相比,合金强度提高了13.8%,UTD提高了710%,整体性能优于大多数LRHEAs。双峰型晶粒界面能有效协调变形过程中两者之间的应变分布,加速几何必要位错(GNDs)的产生和储存,背应力随应变积累和增大,稳定了硬化能力。同时,精心分散的C14 Laves相在不影响塑性的前提下起到了沉淀强化的作用。矩阵的LCFs和Al-Zr原子团簇可以进一步调节统计存储位错(ssd)的形态和分布。一方面,它们可以有效地钉住位错并使其弯曲,增加ssd的迁移阻力;另一方面,微带阻塞和多滑移系统相互作用导致的位错缠结激活了新的位错源,导致次级微带以网状方式快速扩展。显著提高了塑性变形过程中的同步位错倍增率和动态位错密度,保持了合金的高持久SHR。因此,通过引入多尺度异质结构,优化GND和SSD密度和分布的协调性,可以有效提高LRHEA的SHR,从而实现强度和UTD的良好匹配。
Ultra-thin flattened piezoelectric drivers for aerospace filter wheel
Yanhu Zhang, Zhihao Chen, Yi Zheng, Jiali Fan, Yanfei Ma, Yuhua Zhou, Zijian Zhang, Ji Zhou, Zhengbao Yang
doi:10.1016/j.tws.2025.112913
航空滤光轮用超薄扁平压电驱动器
With the advantages of thin structure, high efficiency, and high resolution, the in-plane thin-plate ultrasonic motors have been commercially produced and used in advanced applications, especially low-voltage driving for smart devices and precision positioning in aerospace services. The filter wheel mechanism is complex because of the stacked and heavy transmission system and additional electronic control modules, which hinder online detection efficiency and the development of miniaturized detection technology in aerospace. An in-plane linear ultrasonic motor prototype was developed using a longitudinal-bending hybrid vibration of the thin plate with the arranged grooves for flexibilization. The elliptical moving locus of the double driving feet was analyzed, and the working principle of this motor was presented. A flexible stator was optimized using the finite element method, considering the frequency degeneracy of longitudinal and bending vibrations. Meanwhile, the output performance of the piezoelectric motor was experimentally investigated. Results show that the proposed motor can work in a wide range of working conditions from 75Vpp to 350Vpp. The forward (to the right) and backward (to the left) speeds under the no-load condition get to 0.25m/s and 0.22m/s, respectively; the maximum thrust is 3.4 N at the exciting voltage of 200Vpp@45.7kHz, and the thrust-to-weight ratio reaches 47 (the stator weight is 7.36 g). Under the low voltage driving of 75Vpp@45.7kHz, the proposed motor can get a thrust of 0.5 N and a no-load speed of 80 mm/s. Compared with the in-plane linear ultrasonic motor without grooves, the amplitude of the driving foot for the proposed motor with grooves increases. After the stabilization of the stator, the motor's no-load speed increases by 51.5%, and the maximum thrust force increases by 36%. This study is conducive to the miniaturization, lightweight design, and manufacturing thin-plate motors for aerospace services.
平面内薄板超声电机具有结构薄、效率高、分辨率高等优点,已实现商业化生产,并在智能设备低压驱动和航空航天精密定位等领域得到了广泛应用。过滤轮机构结构复杂,传动系统堆叠沉重,附加电子控制模块,阻碍了在线检测效率和航空航天领域小型化检测技术的发展。利用薄板纵弯混合振动,设计了一种平面内直线超声电机样机。分析了双驱动脚的椭圆运动轨迹,介绍了该电机的工作原理。考虑了柔性定子纵向振动和弯曲振动的频率退化,采用有限元法对柔性定子进行了优化。同时,对压电电机的输出性能进行了实验研究。结果表明,所提出的电机可以在75Vpp到350Vpp的较宽工作条件下工作。空载状态下,前进(向右)速度达到0.25m/s,后退(向左)速度达到0.22m/s;在200Vpp@45.7kHz激励电压下,电机的最大推力为3.4 N,推重比达到47(定子重量为7.36 g),在75Vpp@45.7kHz低压驱动下,电机的推力为0.5 N,空载速度为80 mm/s。与不带沟槽的平面内直线超声电机相比,带沟槽电机的驱动脚振幅增大。定子稳定后,电机空载转速提高51.5%,最大推力提高36%。该研究有助于航空航天服务中薄板电机的小型化、轻量化设计和制造。
Lateral Load Behavior of Prestressed Segmental Concrete Towers with Hollow Tapered Geometry
Yuhang Wang, Sheng Xu, Xuhong Zhou, Lixian Zhang, Xiaogang Huang
doi:10.1016/j.tws.2025.112914
空心锥形预应力节段混凝土塔的侧向荷载行为
Wind turbine concrete towers are typically constructed by stacking hollow segments and assembling them into a tapered structure, termed as prestressed segmental concrete towers (PSCTs). Displacing the PSCT continually will cause adjacent segments to rock at the horizontal joints. This study investigates the lateral load behavior of PSCTs with different joint openings. The effects of geometric and rebar parameters on the tower's global responses were analyzed through local joint responses, including joint curvatures, material stresses and strains. The results indicate that, with significant gap openings along the tower height, the lateral load can increase by up to 2.2 times the decompression load without a noticeable reduction in stiffness.
风力涡轮机混凝土塔通常是通过堆叠空心段并将其组装成锥形结构来建造的,称为预应力节段混凝土塔(psct)。连续位移PSCT将导致相邻段在水平节理处发生岩石变形。本研究探讨了具有不同关节开口的psct的侧向荷载行为。通过节点的局部响应,包括节点曲率、材料应力和应变,分析了几何参数和钢筋参数对塔整体响应的影响。结果表明,当沿塔高方向有明显的间隙时,侧移荷载可以增加到减压荷载的2.2倍,而刚度却没有明显降低。
Mechanical performance enhancement of bionic sandwich circular tubes under axial compression
Jin kangrui, Liu zhifang, Zhang tianhui, Lei jianying, Li shiqiang
doi:10.1016/j.tws.2025.112920
仿生夹层圆管轴向压缩力学性能增强研究
Three novel bionic sandwich circular tube designs were developed, inspired by the macroscopic structure of the lotus petiole. Their mechanical performance under axial compression was comprehensively investigated using experimental, theoretical, and numerical methods. Experimental results revealed that the external tubes of all configurations exhibited a characteristic concertina-mode deformation during axial compression. A theoretical model was established to analyze the static mechanical behavior of these tubes. This model not only predicts the compression strength but also incorporates the strain-hardening behavior of the foam material and accounts for the interaction effects between the bionic core and the overall compressive performance of the tube. The predicted mean compression force was found to be in close agreement with the experimental results. Numerical simulations were also conducted to investigate the impact of internal tube thickness and core density gradient on the energy absorption capacity of the bionic sandwich circular tubes. The results indicated that the inclusion of an internal tube significantly enhanced the specific energy absorption (SEA), peak compression force (PCF), and mean compression force (MCF) of the structure. Specifically, the three bionic sandwich circular tubes with an internal tube wall thickness of 0.6 mm exhibited improvements in SEA of 20.14%, 27.42%, and 33.13%, respectively, compared to structures without an internal tube. Additionally, for bionic sandwich circular tubes with a density gradient, all performance evaluation indices are higher than those of the corresponding tubes with uniform density.
受莲花叶柄宏观结构的启发,开发了三种新型仿生三明治圆管设计。采用实验、理论和数值方法对其轴向压缩力学性能进行了综合研究。实验结果表明,在轴向压缩过程中,所有构型的外管均表现出典型的手风琴型变形。建立了理论模型,分析了这些管的静态力学行为。该模型不仅预测了泡沫材料的抗压强度,而且考虑了泡沫材料的应变硬化行为,并考虑了仿生芯与管材整体抗压性能之间的相互作用。预测的平均压缩力与实验结果吻合较好。通过数值模拟研究了内管厚度和芯密度梯度对仿生夹层圆管吸能能力的影响。结果表明,内管的加入显著提高了结构的比能吸收(SEA)、峰值压缩力(PCF)和平均压缩力(MCF)。具体来说,与没有内管的结构相比,三根内管壁厚度为0.6 mm的仿生三明治圆形管的SEA分别提高了20.14%、27.42%和33.13%。具有密度梯度的仿生夹层圆管的各项性能评价指标均高于均匀密度的仿生夹层圆管。
Progress in Vat Photopolymerisation Additive Manufacturing of Ceramic Lattice Structures and Applications
Qumail Arshad, Muhammad Saqib, Muhammad Anas Arshad, Mohsin Raza, Muhammad Irfan Hussain, Ali Asghar, Xin Luo, Zhangwei Chen
doi:10.1016/j.tws.2025.112918
陶瓷晶格结构的还原光聚合增材制造及其应用研究进展
Additive manufacturing (AM) through vat photopolymerisation (VPP) of ceramics has emerged as a transformative approach, enabling precise geometric control which is advantageous for various industrial applications. Despite its potential, the fabrication process encounters significant challenges, including preparing high solid-content slurries, substantial shrinkage, and crack formation. This review summarises the recent advancements in VPP technology for the development of ceramic lattice structures (CLS), focusing on (1) the preparation of ceramic-based feedstocks, detailing the influence of particle size distribution, solid loading, and rheological behaviour on feedstock optimisation; (2) the de-binding and sintering processes, examining chemical and thermal methods along with shrinkage considerations; (3) the mechanical performance evaluation of fabricated lattice structures, including assessments of stiffness, strength, structural integrity, and topology comparisons; and (4) potential applications across industries. Furthermore, this review addresses the prevailing challenges in VPP, such as slurry design complexities, dimensional inaccuracies, surface imperfections, and thermal deformation issues. Recommendations for overcoming these challenges are proposed. This comprehensive review aims to provide valuable insights that facilitate the production of intricate, high-performance ceramic lattices through VPP, thereby enhancing their applicability across a diverse range of industries.
通过陶瓷的还原光聚合(VPP)的增材制造(AM)已经成为一种变革性的方法,实现精确的几何控制,这对各种工业应用都是有利的。尽管具有潜力,但制造过程遇到了重大挑战,包括制备高固含量的浆料,大幅收缩和裂缝形成。本文综述了VPP技术在陶瓷晶格结构(CLS)开发中的最新进展,重点是:(1)陶瓷基原料的制备,详细介绍了粒度分布、固体负载和流变行为对原料优化的影响;(2)脱粘和烧结过程,检查化学和热方法以及收缩考虑;(3)装配式晶格结构的力学性能评估,包括刚度、强度、结构完整性评估和拓扑比较;(4)跨行业的潜在应用。此外,本文还讨论了VPP中存在的挑战,如浆液设计复杂性、尺寸不精确、表面缺陷和热变形问题。提出了克服这些挑战的建议。这篇全面的综述旨在通过VPP提供有价值的见解,以促进复杂的高性能陶瓷晶格的生产,从而提高其在各种行业的适用性。
Compression-bending behavior of prestressed concrete filled steel tubular tower for onshore wind turbines
Yu-Sen Liu, Yu-Hang Wang, Xu-Hong Zhou, Chao Hu, Wei Ren, Ji-Chun Liu
doi:10.1016/j.tws.2025.112921
陆上风力发电机组预应力钢管混凝土塔的压弯性能
Prestressed concrete-filled steel tubular (CFST) lattice tower is a novel high-rise structure designed for onshore low-wind-speed areas, where compression-bending loads are the primary design consideration. To investigate the mechanical performance of prestressed CFST lattice tower, a quasi-static scaled model test was conducted under compression-bending loads. Test results revealed that the failure mode of the specimens predominantly exhibited flexural ductile failure, characterized by steel tearing and concrete crushing at the chord base. The prestress loss was found to be closely correlated with structural bending deformation. Utilizing the finite element (FE) model validated by experimental results, effects of design parameters, including axial compression ratio, material strength, specimen dimensions, and prestress, on the load-displacement responses of prestressed CFST lattice tower were systematically analyzed. Limit values for thickness ratios and diameter ratios of batten/chord, which enhanced material utilization efficiency in lattice towers, were then provided. Building upon the equivalent stiffness method, a computational analysis was conducted to standardize variable cross-sections into equivalent uniform cross-sections for CFST lattice towers. Integrating FE parametric analysis, current design codes, and limit equilibrium state methods, a novel approach for the calculation of compression-bending ultimate capacity of prestressed CFST lattice towers was proposed.
预应力钢管混凝土(CFST)格塔是一种新型的高层结构,设计用于陆上低风速地区,在那里压缩弯曲荷载是主要的设计考虑因素。为研究预应力钢管混凝土格塔在压缩弯曲荷载作用下的力学性能,进行了准静态比例模型试验。试验结果表明,试件的破坏模式主要表现为弯延性破坏,主要表现为弦底钢筋撕裂和混凝土破碎。预应力损失与结构弯曲变形密切相关。利用经试验验证的有限元模型,系统分析了轴压比、材料强度、试件尺寸、预应力等设计参数对预应力钢管混凝土格构塔荷载-位移响应的影响。给出了提高格子塔材料利用率的板条/弦材厚度比和直径比的极限值。在等效刚度法的基础上,对钢管混凝土格构塔的变截面标准化为等效均匀截面进行了计算分析。结合有限元参数分析、现行设计规范和极限平衡状态法,提出了一种预应力钢管混凝土格构塔压弯极限承载力计算的新方法。
Mechanical properties and deformation behavior of porous titanium alloy structures with different femoral inclination angle
Bibo Yao, Hai Li, Zhenhua Li, Meihong Liu, Yuyang Peng, Huili Fan
doi:10.1016/j.tws.2025.112922
不同股骨倾角下多孔钛合金组织的力学性能及变形行为
In the anatomical structure of the natural femur, there is typically a characteristic inclination angle relative to the vertical direction. However, the influence of this inclination angle on mechanical performance remains unclear. Therefore, in this study, the N-type porous structure with 7° inclination angle and the U-type porous structure without inclination angle were designed by topology optimization technology. They were fabricated by selective laser melting (SLM) technology, and their mechanical properties, deformation behavior and energy absorption were studied by quasi-static compression test and simulation. The stress-strain curve of porous structure has elastic stage, plateau stage and densification stage. The elastic modulus and yield strength of the N-type porous structure are 25.39-35.7 GPa and 127.76-295.60 MPa, respectively. The elastic modulus and yield strength of the U-type porous structure are 25.15-49.44 GPa and 128.86-434.21 MPa, respectively. The Young's modulus and yield strength are found to be within the range of bones in the N-type porous structure when the pore sizes are 0.7, 0.8, and 0.9 mm. However, only the pore sizes with 0.8 and 0.9 mm in the U-type porous structure meet the demands of human bones. The deformation behavior of N-type porous structure is dominated by 45° shear fracture. The U-type porous structure shears after stacking layer by layer. The stress concentration of the N-type porous structure is evenly distributed in the strut, while the stress concentration of the U-type porous structure is dispersed on both sides. In addition, the displacement distribution of the U-type porous structure has shifted to the left, while the displacement distribution of the N-type porous structure is more uniform. When the pore size are 0.6 and 0.7 mm, the energy absorption efficiency of the N-type porous structure is lower than that of the U-type porous structure, while when the pore size are 0.8 and 0.9 mm, the results are opposite. Therefore, the N-type porous structure can reduce the stress shielding effect and has a more uniform stress distribution, which better meets the implant requirements.
在天然股骨的解剖结构中,相对于垂直方向有一个典型的特征倾斜角。然而,这种倾角对力学性能的影响尚不清楚。因此,本研究采用拓扑优化技术设计了7°倾角的n型多孔结构和无倾角的u型多孔结构。采用选择性激光熔化(SLM)技术制备了复合材料,通过准静态压缩试验和模拟研究了复合材料的力学性能、变形行为和能量吸收。多孔结构的应力-应变曲线分为弹性阶段、平台阶段和致密化阶段。n型多孔结构的弹性模量为25.39 ~ 35.7 GPa,屈服强度为127.76 ~ 295.60 MPa。u型多孔结构的弹性模量为25.15 ~ 49.44 GPa,屈服强度为128.86 ~ 434.21 MPa。当孔径为0.7、0.8和0.9 mm时,n型多孔结构的杨氏模量和屈服强度均在骨骼范围内。然而,u型多孔结构中只有0.8和0.9 mm的孔径才符合人体骨骼的要求。n型多孔结构的变形行为以45°剪切断裂为主。u型多孔结构层叠后剪切。n型多孔结构的应力集中均匀地分布在支板内,而u型多孔结构的应力集中分散在两侧。此外,u型多孔结构的位移分布有左移现象,而n型多孔结构的位移分布更为均匀。当孔径为0.6和0.7 mm时,n型多孔结构的吸能效率低于u型多孔结构,而当孔径为0.8和0.9 mm时,结果相反。因此,n型多孔结构可以减少应力屏蔽效应,应力分布更加均匀,更好地满足种植体的要求。