Transverse frames Longitudinals Longitudinally stiffened plates in the oil tanker vessel of main deck block are given as
Posted: Tue May 24, 2022 9:58 am
Transverse frames Longitudinals Longitudinally stiffened plates in the oil tanker vessel of main deck block are given as above figure, where the main particulars are provided. Such as; a = 2000 mm, b = 600 mm, tplate = 22 mm, All the structure has same material grade, normal strength; 235 MPa, Longitudinal stiffeners are T-profile: 220 x 15 (web) + 150 x 13 (flange). 1) Please calculate the initial deflection values in accordance with the formulas of Faulkner (1975), Carlsen & Czujko (1978) and Masaoka (1996)? 2) Please calculate welding induced residual stresses through x and y directions based on Smith Method (1987)? 3) Please calculate Ultimate Limit State (ULS) buckling strength with following buckling failure modes, such as; Beam-column, Plate induced, Flexural - torsional (tripping), Web local. NOTE: E = 210000 MPa ε=0.2