The modified uncoupled lower-order beam theory (LBT) based on the third-order shear deformation model was established for functionally graded (FG) beams with circular cross-section in this paper.
ABSTRACT: Equations are derived for the non-linear bending of cantilever and 3-point bending of beams (with a non uniform moment distribution along its length) made of materials described according to ...
Aspects of the general Vlasov theory are examined separately as applied to a thin-walled channel section cantilever beam under free-end end loading. In particular, the flexural bending and shear that ...
This project investigates the torsional behavior of different cross-sections (circular, elliptical, triangular) using the Finite Element Method (FEM) in Abaqus. The aim is to study how geometry ...
The construction of concrete-filled steel tube tied-arch bridges typically employs the “beam first and arch later” methodology. In this approach, tie beams are initially constructed on temporary ...
Beam-column joints are important regions that deserve attention in projects of reinforced concrete structures, as they present a sudden change in geometry and have a complex flow of stresses, not ...