All about Plate Buckling | Buckling fundamentals Part II
Short lecture on a Plate Buckling. Part I: Beam Buckling available here • All about Beam Bucklin...
01:24 Influential Parameters
05:50 Plate slenderness b/t first estimation
10:11 Effect of boundary condition
15:27 Effect of load type & combination
17:40 Buckling Coefficient for a Simply Supported Plate Under a Single load
21:23 Post-buckling
22:15 Buckling in practice
22:41 Plate width from plate buckling
25:00 Free edge
29:00 Stiffener buckling
32:13 Determine maximum compression stress
32:55 Maximum slenderness ratio based on NEN2019
35:20 Ratio of gyration
36:41 Excelsheet to determine section distance
38:00 Questions and Answers
You can also download for free our AISC 360-10 Beam Buckling Tutorial sdcverifier.com/tutorials/ais...
Пікірлер: 6
Hi, my name is Igor and I'm a Naval Architect & Marine Engineer from Brazil. I'm a master degree student in ocean engineering and this class helps a lot talking about Structural stability. My reference books are Ship Structural Analysis and Design (2010) from Hughes and Paik, Ultimate Limit State Analysis and Design of Steel Structures (2018) from Paik and the classical book The Theory of Elastic Stability (1961) from Timoshenko and Gere. Thanks for TU Delft from Brazil.
fantastic class thanks
Excellent
Important buckling stiffeners info at minute 22.
at minute 25:48 he said "the classify profile sections at the same whay" but why are the values of c/t not the same in the beam theory classification section class 4 compered to the plate theory. so why in beam theory its c/t< 15 and in plate theory c/t < 18 ( according to his slides ) as they both are talking about a flange with one free side.
Sir, in case of A if all sides are constrained C-C, then how axial load is applied. ist it under external pressure?