Design Of Concrete Structures With Stress Fields
de Joseph Schwartz, Bruno Thurlimann e Aurello Muttoni
Sobre o livro
17 2 STRESS FIELDS FOR SIMPLE STRUCTURES 2. the plane stress condition with no variation of stress over the thickness of the element) or they are subdivided into several plates. If the lower bound method of the theory of plasticity is employed, then an admissible stress field or any combination of such stress fields may be selected.