Preprint Article Version 1 Preserved in Portico This version is not peer-reviewed

Solid-Truss to Shell Numerical Homogenization of Prefabricated Composite Slabs

Version 1 : Received: 26 May 2021 / Approved: 27 May 2021 / Online: 27 May 2021 (14:34:45 CEST)

How to cite: Staszak, N.; Garbowski, T.; Szymczak-Graczyk, A. Solid-Truss to Shell Numerical Homogenization of Prefabricated Composite Slabs. Preprints 2021, 2021050681 (doi: 10.20944/preprints202105.0681.v1). Staszak, N.; Garbowski, T.; Szymczak-Graczyk, A. Solid-Truss to Shell Numerical Homogenization of Prefabricated Composite Slabs. Preprints 2021, 2021050681 (doi: 10.20944/preprints202105.0681.v1).

Abstract

The need for quick and easy deflection calculations of various prefabricated slabs causes that simplified procedures and numerical tools are used more and more often. Modelling of full 3D finite element (FE) geometry of such plates is not only uneconomical but often requires the use of complex software and advanced numerical knowledge. Therefore, numerical homogenization is an excellent tool, which can be easily employed to simplify a model, especially when accurate modelling is not necessary. Homogenization allows for simplifying a computational model and replacing a complicated composite structure with a homogeneous plate. Here, a numerical homogenization method based on strain energy equivalence is derived. Using the method proposed, the structure of the prefabricated concrete slabs reinforced with steel spatial trusses is homogenized to a single plate element with an effective stiffness. There is a complete equivalence between the full 3D FE model built with solid elements combined with truss structural elements and the simplified homogenized plate FE model. The method allows for the correct homogenization of any complex composite structures made of both solid and structural elements, without the need to perform advanced numerical analyses. The only requirement is a correctly formulated stiffness matrix of a representative volume element (RVE) and appropriate formulation of the transformation between kinematic constrains on RVE boundary and generalized strains.

Subject Areas

numerical homogenization; prefabricated floor slab; concrete; composite structure; strain energy equivalence

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