A platform for research: civil engineering, architecture and urbanism
Large Deflection Theory of Elasto-Plastic Plates
Closed form solutions are obtained for the maximum allowable loads, maximum deflections, residual deflections, residual membrane tensions, and other quantities of engineering interest for infinitely long clamped rectangular plates with large deflections, under uniform pressure. The analysis assumes infinite rigidity, in the plane of the plate, of the boundary supports. Charts are provided for convenience in solving the equations.
Large Deflection Theory of Elasto-Plastic Plates
Closed form solutions are obtained for the maximum allowable loads, maximum deflections, residual deflections, residual membrane tensions, and other quantities of engineering interest for infinitely long clamped rectangular plates with large deflections, under uniform pressure. The analysis assumes infinite rigidity, in the plane of the plate, of the boundary supports. Charts are provided for convenience in solving the equations.
Large Deflection Theory of Elasto-Plastic Plates
Wah, Thein (author)
Transactions of the American Society of Civil Engineers ; 126 ; 26-41
2021-01-01
161961-01-01 pages
Article (Journal)
Electronic Resource
Unknown
Large deflection theory of elasto-plastic plates
Engineering Index Backfile | 1958
|Elasto-plastic deflection of tubular beams
Engineering Index Backfile | 1969
|