Page 53
JET 2018
ISSN: 2319-9873
I n t e r n a t i o n a l C o n f e r e n c e o n
Structural and Civil Engineering
Research
O c t o b e r 0 1 - 0 2 , 2 0 1 8
Am s t e r d a m , N e t h e r l a n d s
Civil Engineering 2018
T
here are many precast concrete structures such as pile, box, and poles. High quality control is possible because most
of them are manufactured at the factory and also, concrete structures with manufacturing defects can be eliminated by
quality inspections. However, in spite of thorough quality inspections, many defective products are used. Therefore, unexpected
collapses often occur. In this study, the reliability of electrical concrete poles was studied considering manufacturing defects.
For this, electrical concrete poles were manufactured with different pre-stressing forces. Strain gauges were installed on the
tendons to check for changes in pre-stresses. Flexural strength tests were also performed. After the tests, the poles were cut to
check the position of the tendons and reinforcement steel. In addition, analysis of the electrical poles was performed. Based on
the analysis and test results, manufacturing defects such as pre-stresses and steel positions must be considered in the design
of the electrical poles.
maikuraki@kaist.ac.krReliability of pre-stressed electrical concrete
poles for considering manufacturing defects
Sang Lyul Cha, Jae Chan Park and Hyung Jo Jung
Korea Advanced Institute of Science and Technology, South Korea
JET 2018 Volume: 7