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用频响函数和最小二乘法建立有阻尼振动系统的动态聚缩模型
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作者 何忠韬 丁旺才 罗修纯 《铁道学报》 EI CSCD 北大核心 1995年第2期33-36,共4页
本文提出一种建立有阻尼振动系统动态聚缩模型的方法。该方法基于聚缩前后,系统保留自由度激振与响应保持不变的原则,利用频响函数和最小二乘法,求解聚缩系统的结构物理参数。其特点是,既可用于实模态系统,又可用于复模态系统,同... 本文提出一种建立有阻尼振动系统动态聚缩模型的方法。该方法基于聚缩前后,系统保留自由度激振与响应保持不变的原则,利用频响函数和最小二乘法,求解聚缩系统的结构物理参数。其特点是,既可用于实模态系统,又可用于复模态系统,同时还能满足多阶模态分析精度的要求。 展开更多
关键词 频响函数 复模态 动态聚缩 最小二乘法 阻尼振动
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用Mario方法和机械阻抗建立结构动态聚缩模型
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作者 何忠韬 丁旺才 《机械研究与应用》 1994年第2期10-13,共4页
本文提出一种建立结构动态聚缩模型的改进Mario方法。该方法基于聚缩前后,系统动能和势能保持不变的原理,将Mario聚缩结果转化为聚缩系统的机械阻抗,进而反构出聚缩系统的结构物理参数。其优点是,计算简单,能同时满足多... 本文提出一种建立结构动态聚缩模型的改进Mario方法。该方法基于聚缩前后,系统动能和势能保持不变的原理,将Mario聚缩结果转化为聚缩系统的机械阻抗,进而反构出聚缩系统的结构物理参数。其优点是,计算简单,能同时满足多阶模态分析精度的要求。 展开更多
关键词 机械阻抗 模态分析 动态聚缩
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Experimental Vibration Analysis of a Cracked Laminated Glass Beam with Bolted Joint
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作者 Mehmet Yetmez Serhat Aktas Ismail Gundogdu Enes Gur Emre Karaul Yagizcan Ulusoy Hamza Erdogan 《Journal of Civil Engineering and Architecture》 2014年第11期1431-1437,共7页
In this study, in order to determine the very early load transfer behavior in the bolted joint connection, experimental dynamic analysis of different laminated glass beams including two surface cracks is considered. F... In this study, in order to determine the very early load transfer behavior in the bolted joint connection, experimental dynamic analysis of different laminated glass beams including two surface cracks is considered. For this purpose, both three different plastic interlayers (i.e., three types of polyvinyl butyral--PVB) and three different glass-lamina thicknesses are taken into account. Effects of the plastic interlayer, thickness of the glass-lamina, number of surface cracks and their locations on the vibration characteristics/structural performances are examined experimentally. Vibration tests are performed to present free vibration characteristics of the laminated glass beams under clamped-free boundary conditions. Experimental dynamic analysis consists of six parts: (I) vibration analysis with no-crack and no-hole with a bolted joint; (I1) vibration analysis with a surface crack and no-hole with a bolted joint; (III) vibration analysis with two surface cracks and no-hole with a bolted joint; (IV) vibration analysis with no-crack and a hole with a bolted joint; (V) vibration analysis with a surface crack and a hole with a bolted joint; (VI) vibration analysis with two surface cracks and a hole with a bolted joint. For these experimental steps, an impact hammer with a force transducer is used to excite the uncracked or cracked composite beams through the selected points. After the excitation, the responses are obtained by an accelerometer. The vibration measurements are completed using a microprocessor-based data acquisition system and nCode GlyphWorks software. Results are given in tabular and graphical forms. 展开更多
关键词 VIBRATION laminated glass beam PVB CRACK thickness effect.
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Design and biomechanical study of a modified pedicle screw 被引量:1
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作者 刘洪 郑文杰 +2 位作者 李长青 刘国栋 周跃 《Chinese Journal of Traumatology》 CAS 2010年第4期222-228,共7页
Objective: In pedicle screw fixation, the heads of monoaxial screws need to be directed in the same straight line to accommodate the rod placement by backing out during operation, which decreases the insertional torq... Objective: In pedicle screw fixation, the heads of monoaxial screws need to be directed in the same straight line to accommodate the rod placement by backing out during operation, which decreases the insertional torque and internal fixation strength. While polyaxial screws facilitate the assembly of the connecting rod, but its ball-in-cup locking mechanism reduces the static compressive bending yield strength as compared with monoaxial screws. Our study aimed to assess the mechanical performance of a modified pedicle screw. Methods: In this study, the tail of the screw body of the modified pedicle screw was designed to be a cylindershaped structure that well matched the inner wall of the screw head and the screw head only rotated around the cyclinder. Monoaxial screws, modified screws and polyaxial screws were respectively assembled into 3 groups ofvertebrectomy models simulated by ultra high molecular weight polyethylene (UHMWPE) blocks. This model was developed according to a standard for destructive mechanical testing published by the American Society for Testing Materials (ASTM F1717-04). Each screw design had 6 subgroups, including 3 for static tension, load compression and torsion tests, and the rest for dynamic compression tests. In dynamic tests, the cyclic loads were 25%, 50%, and 75% of the compressive bending ultimate loads respectively. Yield load, yield ultimate load, yield stiffness, torsional stiffness, cycles to failure and modes of failure for the 3 types of screws were recorded. The results of modified screws were compared with those ofmonoaxial and polyaxial screws. Results: In static tests, results of bending stiffness, yield load, yield torque and torsional stiffness indicated no significant differences between the modified and monoaxial screws (P〉0.05), but both differed significantly from those ofpolyaxial screws (P〈0.05). In dynamic compression tests, both modified and monoaxial screws showed failures that occurred at the insertion point of screw body into the UHMWPE block, while the polyaxial screw group showed screw body swung up and down the screw head because of loosening of the ball-in-cup mechanism. Conclusions: The modified screw is well-designed and biomechanically improved. And it can provide sufficient stability for segment fixation as monoaxial screws. 展开更多
关键词 Bone screws BIOMECHANICS SPINE Internal fixators
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