The article is dedicated to the construction of the "bending moment – curvature" diagrams for rectangular cross-sections of reinforced concrete bending elements. Assumptions and equilibrium equations used in the construction of diagrams are given in the article. The algorithm for the construction of the "bending moment – curvature" diagram is shown. Diagrams constructed by the proposed algorithm are compared with experimental data and with the results obtained by the methods proposed by other authors. The equations for determination of key points of linearized "bending moment – curvature" diagrams for cross-section with different reinforcement ratio are proposed
AbstractThe paper presents a method for determining the resistance of cross-sections of reinforced c...
Perform serviceability verifications in reinforced concrete sections according to codes and standard...
Calculation methodology of reinforced concrete elements based on the calculated resistance of reinfo...
The article describes the influence of various types of concrete deformation diagrams on the accurac...
© Published under licence by IOP Publishing Ltd. The article presents the current state and prospect...
The paper presents the calculation of curvature and stresses of reinforced concrete cross-sections s...
Predmet rada je točno određivanje odnosa momenta savijanja i zakrivljenosti šupljih pravokutnih stup...
This paper proposes an analysis procedure able to determine the flexural response of rectangular sym...
The relationship between the moment and curvature of reinforced sections is a very important paramet...
AbstractThis article is continuation of earlier work of the author. Apractical method for cross-sect...
The article shows the development of analytical method for the calculation of damaged reinforced con...
AbstractThis article presents a technique to describe the stress-strain state of the normal section ...
The article describes the preconditions for calculating the strength of the inclined sections of pre...
This paper presents closed form expressions linking the ultimate bearing capacity to the ultimate cu...
© Published under licence by IOP Publishing Ltd. The aim of the research was to improve the physical...
AbstractThe paper presents a method for determining the resistance of cross-sections of reinforced c...
Perform serviceability verifications in reinforced concrete sections according to codes and standard...
Calculation methodology of reinforced concrete elements based on the calculated resistance of reinfo...
The article describes the influence of various types of concrete deformation diagrams on the accurac...
© Published under licence by IOP Publishing Ltd. The article presents the current state and prospect...
The paper presents the calculation of curvature and stresses of reinforced concrete cross-sections s...
Predmet rada je točno određivanje odnosa momenta savijanja i zakrivljenosti šupljih pravokutnih stup...
This paper proposes an analysis procedure able to determine the flexural response of rectangular sym...
The relationship between the moment and curvature of reinforced sections is a very important paramet...
AbstractThis article is continuation of earlier work of the author. Apractical method for cross-sect...
The article shows the development of analytical method for the calculation of damaged reinforced con...
AbstractThis article presents a technique to describe the stress-strain state of the normal section ...
The article describes the preconditions for calculating the strength of the inclined sections of pre...
This paper presents closed form expressions linking the ultimate bearing capacity to the ultimate cu...
© Published under licence by IOP Publishing Ltd. The aim of the research was to improve the physical...
AbstractThe paper presents a method for determining the resistance of cross-sections of reinforced c...
Perform serviceability verifications in reinforced concrete sections according to codes and standard...
Calculation methodology of reinforced concrete elements based on the calculated resistance of reinfo...