In the paper, a nonlinear creep model analyzing the multilayered composite structure was proposed. The model predicts a time-dependent behaviuor of composite made of the layers undergoing the age-variable properties. A solution adopted deals with iterative analysis of Volterra integral equation implying a particular generalization of the principle of superposition for the nonlinear creep strain of the layers. A three-layered concrete structure subjected to a sustained loading was considered for the sake of demonstration of the technique proposed. Increase in layer strengths and modulii of elasticity due was also investigated to analyse the possible failure of layers
The aim is to solve the actual general problems for calculation of the structures taking linear and ...
This paper proposes a simplified time-dependent analysis for continuous steel-concrete composite bea...
Variation of statistical scheme of reinforced and prestressed concrete structures is frequent in mod...
The paper proposes numerical and analytical models of the time-dependent analysis of a multilayered ...
Advanced computational methods for the analysis of building structures are used more often in engine...
This paper deals with mechanical and rheological properties of concrete and with numerical modelling...
The paper presents an upgrade of the previously developed model for nonlinear 3D analysis of concret...
This paper presents the use of a numerical model based on layered finite elements in the analysis of...
The unsteady creep of homogeneous and metal-composite beams with irregular layered structure is cons...
Session - Reinforced Concrete: Analysis, Modelling and Assessment: no. CC.158Time-dependent analysis...
High-strength concrete (HSC) walls have been increasingly used in the past decades. However, the tim...
Slender composite concrete-steel and reinforced concrete (RC) columns may be subject to instability ...
The paper presents an integral-type general computational approach for the analysis of structural ef...
Time-dependent effects play an important role in the design process of concrete structures. In order...
This article is the continuation of the previous publicationsof the authors whicharededi- cated to c...
The aim is to solve the actual general problems for calculation of the structures taking linear and ...
This paper proposes a simplified time-dependent analysis for continuous steel-concrete composite bea...
Variation of statistical scheme of reinforced and prestressed concrete structures is frequent in mod...
The paper proposes numerical and analytical models of the time-dependent analysis of a multilayered ...
Advanced computational methods for the analysis of building structures are used more often in engine...
This paper deals with mechanical and rheological properties of concrete and with numerical modelling...
The paper presents an upgrade of the previously developed model for nonlinear 3D analysis of concret...
This paper presents the use of a numerical model based on layered finite elements in the analysis of...
The unsteady creep of homogeneous and metal-composite beams with irregular layered structure is cons...
Session - Reinforced Concrete: Analysis, Modelling and Assessment: no. CC.158Time-dependent analysis...
High-strength concrete (HSC) walls have been increasingly used in the past decades. However, the tim...
Slender composite concrete-steel and reinforced concrete (RC) columns may be subject to instability ...
The paper presents an integral-type general computational approach for the analysis of structural ef...
Time-dependent effects play an important role in the design process of concrete structures. In order...
This article is the continuation of the previous publicationsof the authors whicharededi- cated to c...
The aim is to solve the actual general problems for calculation of the structures taking linear and ...
This paper proposes a simplified time-dependent analysis for continuous steel-concrete composite bea...
Variation of statistical scheme of reinforced and prestressed concrete structures is frequent in mod...