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Dynamic analysis of double-layer and pre-stressed multi-limb six-axis force sensor 被引量:1
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作者 Wang Zhijun He Jing +1 位作者 Cui Bingyan Li Zhanxian 《High Technology Letters》 EI CAS 2019年第2期189-196,共8页
In order to adapt to the specific task, the six-axis dynamic contact force between end-effectors of intelligent robots and working condition needs to be perceived. Therefore, the dynamic property of six-axis force sen... In order to adapt to the specific task, the six-axis dynamic contact force between end-effectors of intelligent robots and working condition needs to be perceived. Therefore, the dynamic property of six-axis force sensor which is installed on the end-effectors of intelligent robots will have influence on the veracity of detection and judgment to working environment contact force by intelligent robots directly. In this paper, dynamic analysis to double-layer and pre-stressed multi-limb six-axis force sensor is conducted. First, the structure of the sensor is introduced, and the limb number is confirmed by introducing the related definitions of convex analysis. Then, based on vibration of multiple-degree-of-freedom system, a mechanical vibration simplified model of double-layer and pre-stressed multiple limb six-axis force sensor is set up. After that, movement differential equations of sensor and the response of analytical expression are deduced, and the movement differential equations is solved. Finally, taking the double-layer and pre-stressed seven limb six-axis force sensor as an example, numerical calculation and simulation of deriving result is conducted, which verify the correctness and feasibility of the theoretical analysis. 展开更多
关键词 six-axis force sensor multi-limb pre-stressed mechanical vibration dynamic analysis
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Study of Slope Reinforcement Force Based on FLAC 被引量:8
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作者 HUANG Xian-wu MAO xian-biao +1 位作者 MIAO Xie-xing CHEN Zhan-qing 《Journal of China University of Mining and Technology》 EI 2006年第2期123-127,共5页
A slope will slide if the unbalanced force does not tend to zero when the stability of the slope is analyzed with the help of FLAC. Thus the ultimate reason of slope sliding is the unbalanced force determined by FLAC.... A slope will slide if the unbalanced force does not tend to zero when the stability of the slope is analyzed with the help of FLAC. Thus the ultimate reason of slope sliding is the unbalanced force determined by FLAC. The slope will remain stable if the unbalanced force is counterbalanced by a reinforcement force which is produced by a suitable reinforcement method. In this paper, the stability of the slope was analyzed by using FLAC, and the unbalanced force of the slope was obtained through the FISH function in FLAC. According to the equilibrium conditions, the relationship between the reinforcement force and unbalanced force was derived and accordingly the reinforcement force was determined. The reinforcement design was adopted by using pre-stressed anchor bars on the basis of the reinforcement force. An example is used to show that the effect of slope reinforcement based on the reinforcement force is safe and economical. The method doesn't need to suppose a sliding surface to obtain the reinforcement force, and it is also clear in physical meaning. So this method realized the organic unification of the stability analysis and the slope reinforcement. 展开更多
关键词 slope reinforcement reinforcement force unbalanced force stability analysis pre-stressed anchor bar.
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已服役20年预应力结构现存预应力的试验研究 被引量:7
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作者 黄颖 房贞政 《哈尔滨工程大学学报》 EI CAS CSCD 北大核心 2014年第10期1201-1205,共5页
为了探讨在役预应力混凝土梁中现存预应力值,利用应力释放法对已经服役20年的预应力空心板梁进行切槽法试验。研究了不同的切割位置,切割缝间距对测点应力释放速度的影响;分析了切槽法释放混凝土工作应力随切槽深度、切割缝间距的变化规... 为了探讨在役预应力混凝土梁中现存预应力值,利用应力释放法对已经服役20年的预应力空心板梁进行切槽法试验。研究了不同的切割位置,切割缝间距对测点应力释放速度的影响;分析了切槽法释放混凝土工作应力随切槽深度、切割缝间距的变化规律,得到了梁体混凝土工作应力得以全部释放的切槽深度;利用数值分析软件建立切割深度与测点残余应力之间的拟合函数,从而推断出梁底表面的初始应力;根据推导的混凝土现存预应力的计算公式,将推导得到的初始应力代入计算公式,获得梁体现存预应力,通过这种方法实现对梁现存预应力的准确预估,以期对混凝土结构有效预应力的评估和桥梁结构评定方法提供一定的参考。 展开更多
关键词 在役预应力简支梁 应力释放 切槽法 现存预应力 拟合函数
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既有预应力混凝土桥梁现存预应力原位试验研究 被引量:1
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作者 黄颖 《四川理工学院学报(自然科学版)》 CAS 2019年第3期60-66,共7页
对已经服役20年的既有预应力混凝土梁桥进行原位静载试验,确定测试断面及加载方案,逐级加载直至桥梁开裂破坏,获得主梁挠度及应变试验数据,对试验数据和理论计算数据进行对比分析,实现了对既有预应力混凝土梁桥现存预应力的评估。试验... 对已经服役20年的既有预应力混凝土梁桥进行原位静载试验,确定测试断面及加载方案,逐级加载直至桥梁开裂破坏,获得主梁挠度及应变试验数据,对试验数据和理论计算数据进行对比分析,实现了对既有预应力混凝土梁桥现存预应力的评估。试验结果表明:在相同加载情况下,既有结构的受力变形和内力均大于理论计算值,结构的承载能力随桥梁服役期的延长而逐渐降低;对跨中截面进行卸载,其起拱值远远小于理论计算值;通过开裂应力和成桥状态理论计算应力的差值推算,发现经过20年的服役期,桥梁预应力相比成桥状态损失了约18. 8%。通过原位试验实现了对现存预应力的评估,这对类似的既有预应力混凝土桥梁的判断加固、拆除具有重要的借鉴意义。 展开更多
关键词 桥梁 既有预应力 现存预应力 原位试验 损失评估
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在役混凝土结构现存预应力的研究现状
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作者 贾巧燕 穆新盈 《山西建筑》 2010年第32期77-78,共2页
根据国内外已有的在役混凝土结构现存预应力的研究成果,分析了各种研究方法的特点、适用性及其存在问题,指出了结构现存预应力的研究发展趋势,以期为今后的研究积累经验。
关键词 在役混凝土结构 现存预应力 研究现状
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人与生产力
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作者 刘世铨 《内蒙古师范大学学报(哲学社会科学版)》 1996年第1期30-34,共5页
历史是通过人的活动创造的,历史又有着自己的规律,人是在自己意识支配下活动的,历史却并不完全遵照人的意识。马克思主义不到人以外寻找历史规律,却又把人置于历史规律即生产力发展进程之中。人是生产力的创造者,生产力又创造着人。
关键词 相互作用 现存生产力 义与利 精神解放
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