[Evaluation of brain injury caused by stick type blunt instruments based on convolutional neural network and finite element method]. [PDF]
Li H +8 more
europepmc +1 more source
Finite Element Modeling of Mechanical Behavior Variation of Collagen Fibrils under Different Concentration of Saline Solutions [PDF]
[[abstract]]For shape maintenance and migration of living organisms, bio-polymer materials play important roles for the redistribution of internal forces in the biological structures.
[[corresponding]]Wang, C.-K. +3 more
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索塔锚固区的受力分析通常采用实体有限元单元进行,然而由于其结构复杂、种类繁多,不易被一般工程设计人员使用。为此,结合某斜拉桥的实际工程案例,分析了内置式钢锚箱锚固体系的传力特点,提出了一种基于平面框架理论的简化计算方法,并利用非线性的分析方法建立了锚固区ANSYS有限元模型以修正公式。结果表明修正前简化公式计算结果与有限元模型计算结果之间的误差在10%左右;考虑到塔壁厚度、索塔计算高度以及锚箱侧板厚度的影响,使用折减混凝土弹性模量的方法来补偿和修正桥塔应力分布 ...
秦国璋 +4 more
doaj
[<i>In vitro</i> mechanical testing and finite element analysis of a novel β-Titanium alloy pedicle screw-rod fixation system]. [PDF]
Li J, Liu Y, Wang D, Li H, He X, Lu T.
europepmc +1 more source
[Finite element analysis method and optimization of flexible ginger moxibustion based on Abaqus and Taguchi method]. [PDF]
Lu Q, Sun Z, Yang J, Qian F, Guo Y.
europepmc +1 more source
[Short-term effectiveness study and finite element analysis of high tibial osteotomy for knee varus with medial meniscus posterior root tear in middle aged and older populations]. [PDF]
Tao Y, Liu W, Wang Y, Fan J.
europepmc +1 more source
[Three-Dimensional Nonlinear Finite Element Modeling and Analysis of Concomitant Atlanto-Occipital Fusion and Atlantoaxial Joint Dislocation]. [PDF]
Xu CX, Tang B, Zeng XH, Huang SQ, Ma JP.
europepmc +1 more source
[Modeling and finite element analysis of human trabecular meshwork outflow pathways]. [PDF]
Bao S +5 more
europepmc +1 more source
[Finite element analysis of the effect of local posterior sclera collagen cross-linking on eyeball shape]. [PDF]
Yan L, Li X, Chen W, Gao Z, Jin T.
europepmc +1 more source
[[alternative]]Structural Analysis for Pile Foundations Subjected to Soil Liquefaction and Lateral Spreading (I) [PDF]
計畫編號:NSC94-2211-E032-010研究期間:200508~200607研究經費:570,000[[abstract]]近年國際上規模六級以上之地震頻仍,地震防治工作格外值得有關國家所重視。地層液化和地盤側向流動對樁基礎所造成的危害影響長久以來即受大地工程學界所關注,相關研究成果亦屢迭見。日本道路協會曾建議以樁體變形分析配合液化潛能評估法所得的土質參數折減係數模擬其影響,或計算非液化區和液化區的土壓力引為分析之用;亦有日本學者建議使用液化反覆或側移之永久地盤變位剖面模擬基樁所受流動力 ...
張德文
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