PSI - Issue 19

Chihiro Sakamoto et al. / Procedia Structural Integrity 19 (2019) 513–519 Author name / Structural Integrity Procedia 00 (2019) 000 – 000

515

3

Unit ： mm

： uniaxial 1mm strain gage Gages ①～⑤（① ’ ～⑤ ’ ） were pasted before weld bead removal Gages ⑥～⑨（⑥ ’ ～⑨ ’ ） were pasted during weld bead removal

Angle steel

10 10

bolt

③

③ ’

③

A

A ’

② ’

②

① ’

①

⑥

⑦ ⑧ ⑨

⑨ ’ ⑧ ’

⑦ ’

⑥ ’

removed

removed

④ ’

④

④

removed

10

10 50 50 50 50

⑤

⑤

⑤ ’

（ 1 ） Elevation

（ 2 ） Cross Section

Fig.2 web penetration detail, and locations of strain gages.

Fig.3 conditions of removed weld bead (test part B).