Further experimental study on the failure of fully clamped steel pipes

1998 ◽  
Vol 21 (3) ◽  
pp. 177-202 ◽  
Author(s):  
Kaisheng Chen ◽  
Wei Qin Shen
Author(s):  
N Jones ◽  
S E Birch ◽  
R S Birch ◽  
L Zhu ◽  
M Brown

This report presents some experimental data that were recorded from 130 impact tests on mild steel pipes in two drop hammer rigs. The pipes were fully clamped across a span which was ten times the corresponding outside pipe diameters which lie between 22 and 324 mm. All of the pipes except five had wall thicknesses of 2 mm approximately and were impacted laterally by a rigid wedge indenter at the mid span, one-quarter span or near to a support. The impact velocities ranged up to 14 m/s and caused various failure modes. Some comparisons between two sets of experimental results indicate that the laws of geometrically similar scaling are almost satisfied over a scale range of approximately five.


Author(s):  
Seiji Takanashi ◽  
Hiroki Takahashi ◽  
Tomohito Hori

At demolition sites in Japan, columns and walls are pulled down and demolished by heavy machinery or wire ropes. In a small-scale building in urban areas, columns and walls are pulled down by wire ropes. Before pulling down, workers damage the bottom part of the columns and walls for weakening them. However, if the damage of the columns and walls are too much, they fall down before use of wire ropes. As a result, they may crush workers. In this study, a fall prevention material was proposed with its installation method and verified its effectiveness by experiments. In an experiment of this study, steel pipes for supporting 3m-column were examined. The steel pipes were installed diagonally to the column. The column was loaded horizontally. We measured load and deformation until the steel pipe failed. As a result of experiments, it was found that the steel pipe buckled or the bolt supporting the steel pipe damaged. We concluded that this method is effective because the steel pipes were found to be sufficiently strong against the load generated in the steel pipes when the columns fell.


2001 ◽  
Vol 57 (4) ◽  
pp. 453-466 ◽  
Author(s):  
L.H Ichinose ◽  
E Watanabe ◽  
H Nakai

2014 ◽  
Vol 11 (3) ◽  
pp. 417-423 ◽  
Author(s):  
Dezhi Zeng ◽  
Kuanhai Deng ◽  
Yuanhua Lin ◽  
Taihe Shi ◽  
Daiyan Shi ◽  
...  

2021 ◽  
Vol 116 ◽  
pp. 102880
Author(s):  
Yang Yang ◽  
Tianyu Xu ◽  
Jingyuan Qin ◽  
Zheng He ◽  
Qiao Yu ◽  
...  

Strain ◽  
2010 ◽  
Vol 47 (5) ◽  
pp. 414-420 ◽  
Author(s):  
F. Vakili-Tahami ◽  
M. Sajjadpour ◽  
P. Attari

2017 ◽  
Vol 130 ◽  
pp. 518-533 ◽  
Author(s):  
M. Zeinoddini ◽  
M. Mo'tamedi ◽  
A.P. Zandi ◽  
M. Talebi ◽  
M. Shariati ◽  
...  

2010 ◽  
Vol 6 ◽  
pp. 43002
Author(s):  
M. Sajjadpour ◽  
F. Vkili-Tahami ◽  
M. Zehsaz

Author(s):  
Mitsunori MURAO ◽  
Hiroo SHINOZAKI ◽  
Junji SAWAI ◽  
Shigeki TOMIYAMA ◽  
Hiroshi MIKAMI ◽  
...  

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