Our objective is to analyze both tensional and bending stress of bolted joints under eccentric force. In the analysis, it is necessary to consider the effect of partial separation between structural interfaces. There are three limited conditions, which have some difference between our analysis and previous reports, (1) embedded bolted joints (2) thin clamped plate (3) large eccentric force. Numerical calculations and experiments on the above-mentioned were conducted. The results will be reported.
