Calculation of the Constructive Nonlinearity of Ribbed Reinforced Concrete Slabs of Self-Stressed Covering Panels
Precast reinforced concrete constructions meet the requirements of industrialization, high manufacturability, and cost-effectiveness at a reasonably high level. The ribs in constructions perform load-bearing functions, and the slab part performs enclosing functions. Often before the installation of...
Main Authors: | Hasenko Anton, Semko Volodymyr, Skliarenko Serhii |
---|---|
Format: | Article |
Language: | English |
Published: |
Sciendo
2023-09-01
|
Series: | Slovak Journal of Civil Engineering |
Subjects: | |
Online Access: | https://doi.org/10.2478/sjce-2023-0016 |
Similar Items
-
Influence of cover splices on the stress-strain state of plate-ribbed wood-composite panels
by: Boris V. Labudin, et al.
Published: (2020-12-01) -
Computational and experimental simulation to analyze loss in concrete cover by reinforcement deformation in solid slabs
by: Ana Paula Maran, et al.
Published: (2021-09-01) -
A longitudinal stability of a ribbed cover in a multimodulus elastic medium
by: Anatoly Yu Korablev, et al.
Published: (2014-06-01) -
Peculiarities of calculation and design of smooth orthotropic panels with considering geometric nonlinear behavior
by: Mitrofanov O., et al.
Published: (2023-01-01) -
Nonlinear Dynamic Analysis of Reinforced Concrete Slabs
by: K. S. Mahmood, et al.
Published: (2006-10-01)