3D homogenised strength criterion for masonry: application to drystone retaining walls

Article English OPEN
LE, Hong Hanh; Garnier, Denis; COLAS, Anne Sophie; TERRADE, Benjamin; MOREL, Jean Claude;
  • Publisher: Elsevier
  • Related identifiers: doi: 10.1016/j.jmps.2016.05.021
  • Subject: STRENGTH CRITERION | [ SPI.MECA.STRU ] Engineering Sciences [physics]/Mechanics [physics.med-ph]/Mechanics of the structures [physics.class-ph] | PIERRE SECHE | RESISTANCE (MATER) | [SPI.MECA.STRU]Engineering Sciences [physics]/Mechanics [physics.med-ph]/Mechanics of the structures [physics.class-ph] | MACONNERIE | [ SPI.MAT ] Engineering Sciences [physics]/Materials | MUR DE SOUTENEMENT | [SPI.MAT]Engineering Sciences [physics]/Materials | HOMOGENEISATION

A 3D strength criterion for masonry is constructed based on yield design theory. Yield design homogenisation provides a rigorous theoretical framework to determine the yield strength properties of a periodic medium, based on the properties of its constituent materials. ... View more
Share - Bookmark