Internal Force Analysis and Load Distribution for Cooperative Multi-Robot Manipulation

2015 ◽  
Vol 31 (5) ◽  
pp. 1238-1243 ◽  
Author(s):  
Sebastian Erhart ◽  
Sandra Hirche
ROBOT ◽  
2012 ◽  
Vol 34 (1) ◽  
pp. 114 ◽  
Author(s):  
Zhigang ZHAO ◽  
Tiansheng LÜ

2017 ◽  
Vol 1 (2) ◽  
Author(s):  
Wang Jie

Abstract: The PC box girder Bridge with corrugated steel web, as a new kind of bridge structure, has different mechanical properties from that of the ordinary concrete box girder bridge. Due to the late development of the corrugated steel web pre-stressed box girder structure, the domestic experts have made little research on the transverse load distribution of PC box Girder Bridge with corrugated steel webs. Whether the method of calculating the transverse distribution coefficient in the classical box girder theory can be applied to the corrugated steel web composite box girder and how to further improve the calculation theory and method of the transverse load distribution of the steel box girder bridge need urther study. method of the transverse load distribution of the steel box girder bridge need further study.Based on the "traditional rigid jointed process and the programming ideas of the transverse distribution coefficient of corrugated steel web composite box girder of the "modified rigid jointed beam method".beam method" and the existing research, this paper proposes the "modified rigid-jointed beam method" in combination with the specific internal force distribution of corrugated steel web composite box girder. The computational scheme and formula of mechanics, the calculation process and the programming ideas of the transverse distribution coefficient of corrugated steel web composite box girder of the "modified rigid jointed beam method".


2021 ◽  
Vol 44 ◽  
pp. 103307
Author(s):  
Xin Yong ◽  
Zhongmin Wang ◽  
Xiaolei Li ◽  
Bo Fan

2011 ◽  
Vol 71-78 ◽  
pp. 3275-3279
Author(s):  
Xiao Na Li ◽  
Tong Chun Li ◽  
Yuan Ding

This paper takes a sluice reconstruction project as an example. The constraint internal force, the related axis force, bending moment, and shearing force at the corresponding section are solved according to the unit stress and internal force balance. Furthermore, technology of mesh auto-generation in cross-section is utilized to plot the internal force graph of the structure directly, which will provide reference for reinforcement design and make it more convenient.


2019 ◽  
Vol 193 ◽  
pp. 103950
Author(s):  
Qiong Zou ◽  
Zhengnong Li ◽  
Honghua Wu ◽  
Feng Zou ◽  
Bangben Wu

2004 ◽  
Vol 23 (7-8) ◽  
pp. 783-795 ◽  
Author(s):  
Guilherme A. S. Pereira ◽  
Mario F. M. Campos ◽  
Vijay Kumar

2015 ◽  
Vol 777 ◽  
pp. 38-41
Author(s):  
Shu Zhi Liu

Part of the bottom column in the frame structure is buried in the soil,sometimes it should be considered the affects from the body of the soil when calculating the ground floor of the frame structure. The Winkler assumes is quoted in this article, as considering the coefficient of the Soil-column interaction, the equivalent height calculating formula of the column restrained by the earth is deduced , this can change the frame structure that restrained by the earth into the commonly structure to calculate. It illustrates that the restrained load by the earth in the bottom of the structure has the big affects on the internal force and lateral. It provides a simple calculating method for such structure.


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