RT info:eu-repo/semantics/article
T1 Flexión compuesta esviada en secciones de hormigón armado. Aproximación numérica
T2 Biaxial bending and axial load in reinforced concrete sections. Numerical aproach.
A1 Martínez Martínez, Mónica
A1 Lanti Vivas, Raúl
K1 Flexión esviada
K1 Soportes de hormigón
K1 Tensión en servicio
K1 Métodos numéricos
K1 Skew bending
K1 Reinforced concrete columns
K1 Service stress conditions
K1 Numerical methods
K1 Arquitectura
K1 Architecture
AB Perform serviceability verifications in reinforced concrete sections according to codes and standards needs the knowledge of strain and stress in steel bars within the section. For general axial and biaxial bending, obtaining the response equilibrium plane of the transversal section is a problem that has to be solved by means of a numerical method. This paper exposes a general approach for this purpose, based on moment curvature families of diagrams for the external axial load, and presents an experimental verification. The method is universal in terms of to external loads, shape of the transversal sections, and also constitutive models of materials involved.
SN 0020-0883
YR 2020
FD 2020-06-08
LK http://hdl.handle.net/10017/43217
UL http://hdl.handle.net/10017/43217
LA spa
DS MINDS@UW
RD 24-abr-2024