Application of Mindlin's theory for analysis of footing plate bending based on experimental research | Zendy

Biljana Mladenović | Zendy; Zoran Bonić | Zendy; Marina Mijalković | Zendy; Petar Dancevic | Zendy; Nebojša Davidović | Zendy

AI Assistant Blog Pricing

Home ZAIA Blog

Open Access

Application of Mindlin's theory for analysis of footing plate bending based on experimental research

Author(s) -

Biljana Mladenović,

Zoran Bonić,

Marina Mijalković,

Petar Dancevic,

Nebojša Davidović

Publication year - 2010

Publication title -

facta universitatis - series architecture and civil engineering

Language(s) - English

Resource type - Journals

eISSN - 2406-0860

pISSN - 0354-4605

DOI - 10.2298/fuace1002211m

Subject(s) - plate theory , bending of plates , structural engineering , bending , shear (geology) , mathematics , mathematical analysis , engineering , geology , finite element method , petrology

The assumptions and basic equations of the first-order shear deformation plate theory of Mindlin, as one which provides more accurate solutions compared to the classical theory, are briefly presented in this paper. Application of one analytical solution derived according to this theory is presented by use of example of stress-state and deformations calculation of the reinforced concrete footing, which has been the object of recent author's experimental research. Numerical results obtained by applied procedure, which refer to the elastic domain of material behavior, are compared with experimentally obtained data of deflections of footing plate midpoint.

The content you want is available to Zendy users.

Already have an account? Click here to sign in.

Having issues? You can contact us here

Accelerating Research