TY - JOUR
T1 - Cause identification of the fracture in steel pipe column of a pedestrian bridge and its retrofitting
AU - Miki, Chitoshi
AU - Ono, Kiyoshi
AU - Yokoyama, Koichi
AU - Harada, Takao
N1 - Copyright:
Copyright 2011 Elsevier B.V., All rights reserved.
PY - 2009
Y1 - 2009
N2 - A Serious fracture that extended halfway through the circumference of a steel pipe column was discovered in a pedestrian bridge across a prefectural road. A lot of pedestrian bridges have been designed and constructed according to the standard specifications. Therefore, there is a possibility that pedestrian bridges whose structural details are the same as those of fractured pedestrian bridges in this paper may exist. It is very important to identify the cause of the fracture for preventing the same failure mode. In order to identify the cause of the fracture, observation of crack surface, SEM observation, material property tests, measurement of strain and calculating histogram of the stress range and the frequency were carried out. Moreover, the fractured steel pipe column of the pedestrian bridge was retrofitted by applying bolted splice rings and plates.
AB - A Serious fracture that extended halfway through the circumference of a steel pipe column was discovered in a pedestrian bridge across a prefectural road. A lot of pedestrian bridges have been designed and constructed according to the standard specifications. Therefore, there is a possibility that pedestrian bridges whose structural details are the same as those of fractured pedestrian bridges in this paper may exist. It is very important to identify the cause of the fracture for preventing the same failure mode. In order to identify the cause of the fracture, observation of crack surface, SEM observation, material property tests, measurement of strain and calculating histogram of the stress range and the frequency were carried out. Moreover, the fractured steel pipe column of the pedestrian bridge was retrofitted by applying bolted splice rings and plates.
KW - Cause identification
KW - Fracture
KW - Pedestrian bridge
KW - Retrofit
UR - http://www.scopus.com/inward/record.url?scp=79954429281&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=79954429281&partnerID=8YFLogxK
U2 - 10.2208/jsceja.65.618
DO - 10.2208/jsceja.65.618
M3 - Article
AN - SCOPUS:79954429281
SN - 1880-6023
VL - 65
SP - 618
EP - 629
JO - Doboku Gakkai Ronbunshuu A
JF - Doboku Gakkai Ronbunshuu A
IS - 3
ER -