Analysis of continuous beams—a three dimensional elasticity solution


Autoria(s): Iyengar, KT Sundara Raja; Prabhakara, MK
Data(s)

01/06/1968

Resumo

A three dimensional elasticity solution for the analysis of beams continuous over an infinite number of equally spaced supports has been given. The beam has been subjected to normal tractions on its two opposite faces and these loads are identical over each span. The other two faces are traction free. Numerical results have been given for different cases when the beam is loaded on its bottom face. The results obtained have been compared with the results of two dimensional elasticity solution.

Formato

application/pdf

Identificador

http://eprints.iisc.ernet.in/27732/1/63.pdf

Iyengar, KT Sundara Raja and Prabhakara, MK (1968) Analysis of continuous beams—a three dimensional elasticity solution. In: International Journal of Engineering Science, 6 (4). pp. 193-208.

Publicador

Elsevier Science

Relação

http://dx.doi.org/10.1016/0020-7225(68)90040-2

http://eprints.iisc.ernet.in/27732/

Palavras-Chave #Civil Engineering
Tipo

Journal Article

PeerReviewed