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A"messenger zone hypothesis"based on the visual three-dimensional spatial distribution of motoneurons innervating deep limb muscles
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作者 Chen Huang Shen Wang +3 位作者 Jin Deng Xinyi Gu Shuhang Guo Xiaofeng Yin 《Neural Regeneration Research》 SCIE CAS CSCD 2024年第7期1559-1567,共9页
Coordinated contraction of skeletal muscles relies on selective connections between the muscles and multiple classes of the spinal motoneuro ns.Howeve r,current research on the spatial location of the spinal motoneuro... Coordinated contraction of skeletal muscles relies on selective connections between the muscles and multiple classes of the spinal motoneuro ns.Howeve r,current research on the spatial location of the spinal motoneurons innervating differe nt muscles is limited.In this study,we investigated the spatial distribution and relative position of different motoneurons that control the deep muscles of the mouse hindlimbs,which were innervated by the obturator nerve,femoral nerve,inferior gluteal nerve,deep pe roneal nerve,and tibial nerve.Locations were visualized by combining a multiplex retrograde tracking technique compatible with three-dimensional imaging of solvent-cleared o rgans(3DISCO)and 3-D imaging technology based on lightsheet fluorescence microscopy(LSFM).Additionally,we propose the hypothesis that"messenger zones"exist as interlaced areas between the motoneuron pools that dominate the synergistic or antagonist muscle groups.We hypothesize that these interlaced neurons may participate in muscle coordination as messenger neurons.Analysis revealed the precise mutual positional relationships among the many motoneurons that innervate different deep muscles of the mouse.Not only do these findings update and supplement our knowledge regarding the overall spatial layout of spinal motoneurons that control mouse limb muscles,but they also provide insights into the mechanisms through which muscle activity is coordinated and the architecture of motor circuits. 展开更多
关键词 3-d imaging MOTONEURONS multiple retrograde tracing muscle coordination skeletal muscle spatial distribution optical tissue clearing
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Numerical simulation of stress distribution in Al_2O_3-TiC/Q235 diffusion bonded joints 被引量:1
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作者 沈孝芹 李亚江 +1 位作者 王娟 黄万群 《China Welding》 EI CAS 2008年第4期47-51,共5页
The distributions of the axial stress and shear stress in Al2O3-TiC/Q235 diffusion bonded joints were studied using finite element method (FEM). The effect of interlayer thickness on the axial stress and shear stres... The distributions of the axial stress and shear stress in Al2O3-TiC/Q235 diffusion bonded joints were studied using finite element method (FEM). The effect of interlayer thickness on the axial stress and shear stress was also investigated. The results indicate that the gradients of the axial stress and shear stress are great near the joint edge. The maximal shear stress produces at the interface of the Al2O3-TIC and Ti interlayer. With the increase of Cu interlayer thickness, the magnitudes of the axial stress and shear stress first decrease and then increase. The distribution of the axial stress changes greatly with a little change in the shear stress. The shear fracture initiates at the interface of the Al2O3-TiC/ Ti interlayer with high shear stress and then propagates to the Al2O3-TIC side, which is consistent with the stress FEM calculating results. 展开更多
关键词 Al2O3-TiC composite ceramic Q235 steel diffusion bonding stress distribution finite element method
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HL-3装置碳基第一壁螺栓预紧力分析
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作者 唐乐 蔡立君 +5 位作者 卢勇 袁应龙 侯吉来 张龙 刘宽程 赖春林 《核聚变与等离子体物理》 CAS CSCD 北大核心 2024年第2期177-182,共6页
通过对HL-3装置第一壁基本模块进行高温下的螺栓预紧力分析,获得第一壁结构的应力分布及螺栓预紧力的变化情况,为碳基第一壁结构的现场安装提供数据支撑。
关键词 HL-3装置 碳基第一壁 螺栓预紧力 应力
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Resistance of LaCl_3 to Oxidative Stress Induced by 2, 4-Dichlorophenoxy 被引量:1
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作者 贾艳侠 高永生 曾福礼 《Journal of Rare Earths》 SCIE EI CAS CSCD 2005年第2期240-244,共5页
Cucumber seedlings were sprayed with different concentrations of LaCl_3 for 3 d continuously. After 7 d of this treatment, the plants were treated with 1200 mg·L^(-1) 2,4-dichlorophennoxy(2,4-D) for 24 h. The lea... Cucumber seedlings were sprayed with different concentrations of LaCl_3 for 3 d continuously. After 7 d of this treatment, the plants were treated with 1200 mg·L^(-1) 2,4-dichlorophennoxy(2,4-D) for 24 h. The leaves were harvested and rinsed with 5 mmol·L^(-1) EDTA. The concentrations of photosynthetic pigments, soluble protein and metabolites related to oxidative stress and the activities of antioxidant enzymes in leaves were assayed. The results show that the treatment with appropriate concentration of LaCl_3 has resistant effect on oxidative stress induced by 2, 4-D. Proper concentration of LaCl_3 promotes the activity of antioxidant system in plants and alleviates the damage caused by 2, 4-D. 展开更多
关键词 cucumis sativus L. 2 4-d LaCl_3 oxidant stress resistant effect rare earths
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THE ANALYSIS OF DYNAMIC STRESS INTENSITY FACTOR FOR SEMI-CIRCULAR SURFACE CRACK USING TIME-DOMAIN BEM FORMULATION 被引量:1
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作者 ZHONG Ming(钟明) +1 位作者 ZHANG Yong-yuan(张永元) 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2001年第11期1344-1351,共8页
The time-domain BEM was developed to analyze the dynamic stress intensity factor ( DSIF) of 3-D elastodynamic crack problems. To simulate the stress singularity along the front of a crack, eight-node isoparametric sin... The time-domain BEM was developed to analyze the dynamic stress intensity factor ( DSIF) of 3-D elastodynamic crack problems. To simulate the stress singularity along the front of a crack, eight-node isoparametric singular elements were used, and the DSIF for a semi-circular surface crack was firstly calculated based on displacement equation using the time-domain BEM formulation. The new scheme to determine the time step was brought forward. By the dynamic analysis program of time-domain BEM compiled by its, several numerical examples are presented, which demonstrate the unconditional stability and high accuracy of time-domain BEM applied to 3-D elastodynamic crack problems. 展开更多
关键词 time-domain BEM 3-d elastodynamic crack problems dynamic stress intensity factor
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EFFECT OF SUBMERGED ENTRY NOZZLE (SEN) PARAMETERS AND SHAPE ON 3-D FLUID FLOW IN MOULD FOR BEAM BLANK CONTINUOUS CASTING
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作者 Y.P.Du J.W.Yang +1 位作者 R.Shi X.C.Cui 《Acta Metallurgica Sinica(English Letters)》 SCIE EI CAS CSCD 2004年第5期705-712,共8页
According to turbulent theory and characteristics of beam blank continuous casting, 3-D model to represent the flow of beam blank mould is established. The predicted results indicate that the exit obliquity of up 15&#... According to turbulent theory and characteristics of beam blank continuous casting, 3-D model to represent the flow of beam blank mould is established. The predicted results indicate that the exit obliquity of up 15°(+15°) should be adopted, which will benefit the floatation of non-metallic inclusion and purification of the molten steel. When the nozzle angle is 120°, the flow pattern is reasonable. Proper nozzle depth can be 200mm. Turbulent kinetic of meniscus can be reduced by adopting the square nozzle and suitable area of side outlet when casting speed increases. The results are consistent with those of water model experiment, so the model is exact and reasonable. The model can provide important information for design of SEN and defining of immersion depth. 展开更多
关键词 SEN parameter SEN shape beam blank continuous casting 3-d flow distribution turbulent kinetic energy
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Numerical modeling calculation for the spatial distribution characteristics of horizontal field transfer functions
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作者 龚绍京 陈化然 《Acta Seismologica Sinica(English Edition)》 EI CSCD 2001年第6期676-684,共9页
Applying 3-dimension finite difference method, the distribution characteristics of horizontal field transfer functions for rectangular conductor have been computed, and the law of distribution for Re-part and Im-part ... Applying 3-dimension finite difference method, the distribution characteristics of horizontal field transfer functions for rectangular conductor have been computed, and the law of distribution for Re-part and Im-part has been given. The influences of source field period, the conductivity, the buried depth and the length of the conductor on the transfer functions were studied. The extrema of transfer functions appear at the center, the four corners and around the edges of conductor, and move with the edges. This feature demonstrates that around the edges are best places for transfer functions' observation. 展开更多
关键词 numerical modeling 3-d finite difference method horizontal field transfer function spatial distribution characteristics
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HOPE/CaCO_(3)共混物中的“芯-壳”模型 被引量:16
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作者 傅强 王贵恒 刘春晓 《高分子材料科学与工程》 EI CAS CSCD 北大核心 1993年第3期120-125,共6页
经磷酸酯偶联剂处理的碳酸钙粒子表面沉积一层烷基磷酸钙盐,其与高密度聚乙烯(HDPE)熔融共混时相互作用形成柔性界面层。将栗性界面层看成碳酸钙的壳,碳酸钙粒子看成芯,笔者建立了碳酸钙的“芯-壳”模型,该模型得到了电子显微镜和拉伸... 经磷酸酯偶联剂处理的碳酸钙粒子表面沉积一层烷基磷酸钙盐,其与高密度聚乙烯(HDPE)熔融共混时相互作用形成柔性界面层。将栗性界面层看成碳酸钙的壳,碳酸钙粒子看成芯,笔者建立了碳酸钙的“芯-壳”模型,该模型得到了电子显微镜和拉伸实验的证实。本文还分析了碳酸钙芯-壳内外的应力分布,结果表明,界面粘接和壳层厚度对HDPE/CaCO_3共混物的刚性和韧性具有重要影响。 展开更多
关键词 HOPE/CaCO_(3)共混物 芯-壳模型 应力分布 柔性界面层 增强增韧
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Characteristics of turbulent flow in 3-D pools in the presence of submerged rigid vegetation in channel bed
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作者 Kourosh Nosrati Hossein Afzalimehr +1 位作者 Jueyi Sui Hamid Reza Reisifar 《Journal of Hydrodynamics》 SCIE EI CSCD 2024年第1期158-169,共12页
In this study,the interaction between 3-D bedforms and submerged rigid vegetation has been investigated.Various laboratory experiments were conducted to study the distribution of flow velocity,Reynolds shear stress,tu... In this study,the interaction between 3-D bedforms and submerged rigid vegetation has been investigated.Various laboratory experiments were conducted to study the distribution of flow velocity,Reynolds shear stress,turbulent kinetic energy,and skewness coefficients for a constant density of vegetation.Results showed that the velocity profile in the pool section deviates from those in the upstream section of the pool.It has been found that the dip parameter varied between 0.6H and 0.9H depending on various factors including bed roughness,vegetation distribution,and pool entrance/exit slopes.However,scattered vegetation in the pool and differences in slopes created non-uniform flow conditions.Also,in the wake region behind each vegetated element,flow velocity reduced significantly,and small-scale eddies are formed,causing increased perturbations.By decreasing the entrance slope and bed roughness,relatively uniform flow and weaker turbulence was resulted,but the random distribution of vegetated elements counteracted this balance and intensified turbulence.With the decrease in the pool entrance slope,the contribution of sweep event decreased and the contribution of ejection event increased. 展开更多
关键词 Submerged rigid vegetation 3-d pool Reynolds shear stress skewness coefficients
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The Structure of Ore-controlling Strain and Stress Fields in the Shangzhuang Gold Deposit in Shandong Province,China 被引量:43
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作者 DENG Jun WANG Qingfei +6 位作者 YANG Liqiang ZHOU Lei GONG Qingjie YUAN Wanming XU Hao GUO Chunying LIU Xiangwei 《Acta Geologica Sinica(English Edition)》 SCIE CAS CSCD 2008年第4期769-780,共12页
The Shangzhuang altered-rock type gold ore deposit is located in the middle segment of and controlled by the Wang'ershan fault zone in the northwestern part of the Jiaodong gold province, China. The deformation evolu... The Shangzhuang altered-rock type gold ore deposit is located in the middle segment of and controlled by the Wang'ershan fault zone in the northwestern part of the Jiaodong gold province, China. The deformation evolution, the structure of strain and stress fields and its ore-controlling effect in the Shangzhuang deposit are discussed in this paper. It is revealed that the deformation evolution has mainly undergone four phases: the early ductile deformation, the second NE-striking horizontal simple shear, the third NE-striking compression-shear and the final NW-striking compression. The mineralization happened during the third stage in which the maximum principal stress gradually transited from NE to NW. The 3-D numerical simulations of the stress field show that, on the condition that the maximum principal stress is NE-striking, the fracture development in the fault zone is favored, while when the maximum principal stress is NW-striking, the fault zone is relatively extensional and it is suitable for the influx and emplacement of ore-forming fluids. The compression-shear strain field during the mineralization is characterized by the λ-type structure, the positive flower structure, etc. Orebodies are mostly equidistantly located in the dilatational spaces, which are distributed in the integral compressional circumstances. And the dilatational spaces are developed where the fault attitude changes or shear joint systems develop. In the overall compression-shear stress field, the strain field bears self-similarity at multiple scales, including the orebody, ore deposit and orefield. The selfsimilarity of the structure comprises the subequidistant distribution of fractures at the same scale and the similar shape of the fractures at various scales. Yet, due to the special geological structure, the orebodies are mostly located in the hanging wall in the Shangzhuang deposit, which is different from most deposits in the Jiaodong gold province. Analyses of the ore-controlling stress and strain fields in the deposit provide an important basis for deposit seeking. 展开更多
关键词 Shangzhuang gold deposit 3-d structural stress field altered rock
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大型预制箱梁节段3层堆存安全性及堆存规则研究 被引量:1
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作者 刘亚东 《公路交通技术》 2014年第1期102-106,共5页
以苏通长江公路大桥引桥75 m跨径预应力混凝土箱梁节段施工为依托,参照JTG/T F50—2011《公路桥涵施工技术规范》建议的预制拼装桥梁节段堆存规则,应用Ansys软件建立大型预制箱梁节段有限元模型,计算并分析预制节段在3层堆存条件下的应... 以苏通长江公路大桥引桥75 m跨径预应力混凝土箱梁节段施工为依托,参照JTG/T F50—2011《公路桥涵施工技术规范》建议的预制拼装桥梁节段堆存规则,应用Ansys软件建立大型预制箱梁节段有限元模型,计算并分析预制节段在3层堆存条件下的应力分布和抗裂安全性,提出大型预制箱梁节段3层堆存的合理规则,可供今后类似工程施工参考。 展开更多
关键词 大型预制箱梁节段 3层堆存 应力分布 安全性 堆存规则
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A SELF-SIMILAR CRACK EXPANSION METHOD FOR THREE-DIMENSIONAL CRACKS IN AN INFINITE OR SEMI-INFINITE MEDIUM
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作者 Brian Moran Ted Belytschko 《Acta Mechanica Solida Sinica》 SCIE EI 1996年第3期217-235,共19页
The Self-Similar Crack Expansion (SSCE) method is used to calculate stress intensity factors for three-dimensional cracks in an infinite medium or semi-infinite medium by the boundary integral element technique, where... The Self-Similar Crack Expansion (SSCE) method is used to calculate stress intensity factors for three-dimensional cracks in an infinite medium or semi-infinite medium by the boundary integral element technique, whereby, the stress intensity factors at crack tips are determined by calculating the crack-opening displacements over the crack surface. For elements on the crack surface, regular integrals and singular integrals are precisely evaluated based on closed form expressions, which improves the accuracy. Examples shaw that this method yields very accurate results for stress intensity factors of penny-shaped cracks and elliptical cracks in the full space, with errors of less than 1% as compared with analytical solutions. The stress intensity factors of subsurface cracks ate in good agreement with other analytical solutions. 展开更多
关键词 self-similar crack expansion stress intensity crack extension method 3-d cracks
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旋转叶轮三维应力分布及其改善措施 被引量:16
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作者 蔡兆麟 韩海燕 彭鑫 《华中科技大学学报(自然科学版)》 EI CAS CSCD 北大核心 2003年第12期81-83,共3页
利用三维有限元素法对一个实际叶轮进行计算和分析比较 ,并提出了保证叶轮运行安全可靠的改进措施 .研究的目的在于通过提高叶轮机械的转速来扩大其运用范围 ,以满足工程改造或减少设备投资的要求 .转速增加引起的应力过大的情况可通过... 利用三维有限元素法对一个实际叶轮进行计算和分析比较 ,并提出了保证叶轮运行安全可靠的改进措施 .研究的目的在于通过提高叶轮机械的转速来扩大其运用范围 ,以满足工程改造或减少设备投资的要求 .转速增加引起的应力过大的情况可通过叶轮结构的变化来改善 . 展开更多
关键词 旋转叶轮 强度 有限元分析 叶片 工程改造 三维应力分布 风机
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交通荷载作用下旧沥青路面裂缝对加铺层的影响 被引量:21
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作者 陈团结 钱振东 黄卫 《公路交通科技》 CAS CSCD 北大核心 2006年第4期23-26,共4页
利用有限元对不同裂缝宽度、不同荷载作用位置、不同轴载等对加铺层中应力分布以及计算点位应力值进行了分析和对比,发现考虑裂缝时加铺层中的计算点位的应力值均比不考虑裂缝时大;随着荷载位置的变化,简化模型中的最大拉应力和剪应力... 利用有限元对不同裂缝宽度、不同荷载作用位置、不同轴载等对加铺层中应力分布以及计算点位应力值进行了分析和对比,发现考虑裂缝时加铺层中的计算点位的应力值均比不考虑裂缝时大;随着荷载位置的变化,简化模型中的最大拉应力和剪应力的作用位置逐渐从模型中下部转移到加铺层底和加铺层中,应力值也随之发生大幅度增加;交通荷载作用下横向裂缝对加铺层的影响远远超过纵向裂缝。这表明在进行加铺层设计时不仅仅要考虑旧路面的剩余模量,更重要的是要考虑裂缝对加铺层的影响。 展开更多
关键词 加铺层 旧路面裂缝 三维有限元 交通荷载 应力分布
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地基变形模量对碾压混凝土拱坝应力分布的影响 被引量:7
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作者 王亮清 唐辉明 +5 位作者 胡新丽 张宜虎 夏元友 梁烨 杨有成 吴琼 《地球科学(中国地质大学学报)》 EI CAS CSCD 北大核心 2007年第3期409-414,共6页
以贵州省鱼简河水利工程为背景,在拟定坝址区地质模型和边界条件的基础上,建立拱坝与地基相互作用的三维数学力学模型,应用ANSYS软件研究不同变形模量对拱坝应力分布的影响.结果表明:(1)最大主应力主要分布于坝底部位及软弱夹层附近;(2... 以贵州省鱼简河水利工程为背景,在拟定坝址区地质模型和边界条件的基础上,建立拱坝与地基相互作用的三维数学力学模型,应用ANSYS软件研究不同变形模量对拱坝应力分布的影响.结果表明:(1)最大主应力主要分布于坝底部位及软弱夹层附近;(2)中间软层变形模量的大小对拱端与拱冠应力影响较大;中间软弱层变形模量小于0.5GPa时,其应力差异较大;(3)当地基为3种材料时,最大拉压应力不是位于中间软弱层的顶部,而是位于距离软弱层顶约10~15m的位置,这一结论对拱坝优化设计与坝基处理提供很好的理论依据. 展开更多
关键词 变形模量 拱坝与地基相互作用 三维数学力学模型 应力分布
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树25区块有限元三维地应力场分布规律 被引量:8
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作者 王群嶷 张学婧 +1 位作者 王运涛 张晓东 《大庆石油地质与开发》 CAS CSCD 北大核心 2010年第6期134-139,共6页
以岩石力学实验和地应力岩心测量为基础,利用三维地应力场有限元约束优化反演技术,对松辽盆地三肇凹陷树25区块的地应力场进行综合研究,得出该区块地应力分布规律。模拟结果表明,断层可对应力传递产生影响,导致地应力的大小和方向... 以岩石力学实验和地应力岩心测量为基础,利用三维地应力场有限元约束优化反演技术,对松辽盆地三肇凹陷树25区块的地应力场进行综合研究,得出该区块地应力分布规律。模拟结果表明,断层可对应力传递产生影响,导致地应力的大小和方向发生较大变化,地应力低值区分布在断层内及其附近区域,地应力高值区分布于断层端部的局部区域,树25区块断层附近应力方向偏离区域方向10°-20°。模拟结果对该区裂缝分布情况、压裂改造方案制定、注水井网布置有重要的指导作用。 展开更多
关键词 有限元法反演 三维地应力场 扶余油层 应力分布规律
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实心坯二辊斜轧过程三维热-力耦合分析 被引量:13
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作者 李胜祗 孙中建 李连诗 《北京科技大学学报》 EI CAS CSCD 北大核心 2000年第1期52-55,共4页
用MARC/Autoforge程序对二辊斜轧穿孔时圆管坯在穿孔准备区的轧制过程进行了三维弹塑性热-力耦合分析,得到了应力、应变场温度分布,证实了物理模拟实验得到的变形强度沿管坯断面的W形分布形态并详细分析了W形分布的... 用MARC/Autoforge程序对二辊斜轧穿孔时圆管坯在穿孔准备区的轧制过程进行了三维弹塑性热-力耦合分析,得到了应力、应变场温度分布,证实了物理模拟实验得到的变形强度沿管坯断面的W形分布形态并详细分析了W形分布的成因;澄清了孔腔形成理论上的一些分歧并发现了新的应力分布形态;管坯中心存在着较大的正值静水压力. 展开更多
关键词 斜轧 温度场 数值模拟 热-力耦合分析 实心坯
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不同厚度上颌中切牙全瓷冠应力分布的有限元研究 被引量:6
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作者 胡建 章非敏 +3 位作者 戴宁 李泷杲 顾卫平 马骏驰 《华西口腔医学杂志》 CAS CSCD 北大核心 2012年第4期356-359,共4页
目的研究不同厚度上颌中切牙全瓷冠受载时的应力分布特点。方法利用上颌中切牙全瓷冠的三维有限元模型,对3种不同厚度的全瓷冠分别进行100、150、200 N载荷模拟加载,并进行力学分析。结果不同厚度全瓷冠不同载荷下的应力分布趋势相似,... 目的研究不同厚度上颌中切牙全瓷冠受载时的应力分布特点。方法利用上颌中切牙全瓷冠的三维有限元模型,对3种不同厚度的全瓷冠分别进行100、150、200 N载荷模拟加载,并进行力学分析。结果不同厚度全瓷冠不同载荷下的应力分布趋势相似,应力集中于冠的颈缘及加载点。随着厚度增加,应力集中趋势明显减弱。随着载荷增加,各部位的等效应力相应增加,加载点及颈缘尤为明显。结论全瓷冠厚度的增加可降低应力集中。颈缘和加载点为应力集中区,全冠制作时应注意加强该区域。 展开更多
关键词 全瓷冠 三维有限元模型 应力分布 上颌中切牙
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不同粘接剂对中切牙全瓷冠应力分布的影响 被引量:5
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作者 闫嘉群 朱焱 +1 位作者 王太和 苏红 《口腔医学研究》 CAS CSCD 北大核心 2016年第12期1296-1298,共3页
目的:探讨不同种类粘接剂对双层结构的全瓷冠及粘结剂应力分布的影响。方法:利用CBCT图像,构建双层结构的全瓷冠(核瓷层和饰瓷层),粘接剂层,牙体组织,牙根,牙周膜,牙槽骨各部分的三维有限元模型,设计3种不同咬合方向载荷200N的加载方式... 目的:探讨不同种类粘接剂对双层结构的全瓷冠及粘结剂应力分布的影响。方法:利用CBCT图像,构建双层结构的全瓷冠(核瓷层和饰瓷层),粘接剂层,牙体组织,牙根,牙周膜,牙槽骨各部分的三维有限元模型,设计3种不同咬合方向载荷200N的加载方式,分析不同种类的粘接剂(3M Luting2组、DMG PermaCem组以及Kerr Maxcem Elite组)粘固后,饰瓷层及粘接剂层的应力大小及分布状况。结果:粘接层和饰瓷层应力主要集中在加载点附近。随着粘接材料弹性模量的增加,粘接剂的等效应力和最大主应力均呈上升趋势,位于饰瓷层的等效应力和最大主应力呈现出下降的趋势。结论:全瓷冠在不同粘接材料粘固后受到力的作用时,等效应力和最大主应力分布有向加载侧分布的趋势。使用高弹性模量的粘接剂可能会降低全瓷冠的受力,减少崩瓷的发生。 展开更多
关键词 三维有限元 全瓷冠 应力分布
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种植体周围骨内应力分布的三维有限元分析 被引量:7
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作者 王晓洁 罗教明 +2 位作者 杨立 陈继镛 张兴栋 《实用口腔医学杂志》 CAS CSCD 北大核心 2005年第5期592-596,共5页
目的针对不同类型的牙槽骨科学地选用种植体,提高种植体临床疗效,延长使用寿命。方法采用三维有限元分析方法,将圆柱状、螺纹状和台阶状种植体分别植入4类骨质结构中,对此12种情况进行应力分析。结果在同种骨质模型中,圆柱状种植体颈部... 目的针对不同类型的牙槽骨科学地选用种植体,提高种植体临床疗效,延长使用寿命。方法采用三维有限元分析方法,将圆柱状、螺纹状和台阶状种植体分别植入4类骨质结构中,对此12种情况进行应力分析。结果在同种骨质模型中,圆柱状种植体颈部周围骨内的应力集中最小;就同种形态种植体而言,较低的骨质密度不利于种植体的应力分布。结论圆柱状是一种最有利于降低颈部骨质吸收的形态结构。螺纹状种植体周围骨内应力最大值大于圆柱状,而螺纹自身非力学优势极大的拓展了该型种植体的使用范围,但螺纹尖端处的高应力区域和螺纹之间的低应力区域是影响其长期使用效果的潜在不利因素。台阶状种植体相对较适合骨质好的情况,其根部出现局部高应力区域,若应力处于骨生理承受范围之内,将有利于减少根部骨质疏松。 展开更多
关键词 三维有限元分析 牙种植体 骨密度 应力分布
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