Two-Layer Ferrocement Shells Stress-Strain State Modeling under the Fire Conditions

Artur Zhurtov; Tolya Khezhev; Anton S. Chepurnenko; Angelica V. Saibel

doi:10.4028/www.scientific.net/MSF.974.515

Paper Titles

Evaluation of the Structures’ Reinforcement Effectiveness Based on Non-Linear Concrete State Diagrams
p.491

The Influence of the Temperature Gradient near the Crack Surface on its Stability under Steady-State Thermomechanical Effects
p.496

Perspectives of the Application for the Nonlinear Deformation Model in the Calculations of Reinforced Concrete Elements
p.505

Analysis of the Stress-Strain State of Ceramic Brick when Tested for Compressive Strength
p.510

Two-Layer Ferrocement Shells Stress-Strain State Modeling under the Fire Conditions
p.515

State of Stress of Castellated Beams with Circular Apertures under Distributed Load and Pure Bending
p.521

Local Stability of Beams with a Flexible Wall with the Concentrated Force Action
p.529

Reinforcement of Structures with Composite Materials
p.535

Experimental Studies of the Parameters of the Contact Problem in the Design of Plastic Tube Concrete Structures
p.542

HomeMaterials Science ForumMaterials Science Forum Vol. 974Two-Layer Ferrocement Shells Stress-Strain State...

Two-Layer Ferrocement Shells Stress-Strain State Modeling under the Fire Conditions

Abstract:

The article deals with the issues of strength calculation of two-layer ferrocement shells under fire conditions, taking into account the physical nonlinearity of the material. The change in the physicomechanical characteristics of materials under the action of temperature is taken into account. The solution of model problems for shallow shells of double curvature is presented.

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Periodical:

Materials Science Forum (Volume 974)

Pages:

515-520

DOI:

https://doi.org/10.4028/www.scientific.net/MSF.974.515

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Online since:

December 2019

Authors:

Artur Zhurtov*, Tolya Khezhev, Anton S. Chepurnenko, Angelica V. Saibel

Keywords:

Ferrocement, Finite Element Method, Fire Protection, Stress-Strain State, Two-Layer Shells, Vermiculite Concrete

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