Buy article PDF
The purchased file will be sent to you
via email after the payment is completed.
US$ 35
|
Steel and Composite Structures Volume 13, Number 4, October 2012 , pages 383-396 DOI: https://doi.org/10.12989/scs.2012.13.4.383 |
|
|
|
Experimental study on ductile crack initiation in compact section steel columns |
||
Xiaoqun Luo, Hanbin Ge* and Masatoshi Ohashi
|
||
| Abstract | ||
| In order to develop a verification method for extremely low cycle fatigue (ELCF) of steel structures, the initiation mechanism of ductile cracks is investigated in the present study, which is the first step of brittle fracture, occurred in steel bridge piers with thick-walled sections. For this purpose, a total of six steel columns with small width-thickness ratios were tested under cyclic loading. It is found that ductile cracks occurred at the column base in all the specimens regardless of cyclic loading histories subjected. Moreover, strain history near the crack initiation location is illustrated and an index of energy dissipation amount is proposed to evaluate deformation capacity of structures. | ||
| Key Words | ||
| ductile crack initiation; brittle fracture; steel bridge; cyclic loading | ||
| Address | ||
| Xiaoqun Luo : Dept. of Building Engineering, Tongji University, Shanghai 200092, P.R.China Dept. of Civil Engineering, Meijo University, Nagoya 468-8502, Japan Hanbin Ge : Dept. of Civil Engineering, Meijo University, Nagoya 468-8502, Japan Masatoshi Ohashi : Central Japan Railway Company, Nagoya 450-6101, Japan | ||