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Short Steel Thin-walled Columns Subjected to Eccentric Axial Loads


Pavazza, Radoslav; Vlak, Frane; Vukasović, Marko
Short Steel Thin-walled Columns Subjected to Eccentric Axial Loads // World Multidisciplinary Civil Engineering - Architecture - Urban Planning Symposium (WMCAUS 2016) : Abstract Collection Book / Yilmaz, Işık ; Drusa, Marian ; Marschalko, Marian (ur.).
Prag: WMCAUS, 2016. str. 157-157 (predavanje, međunarodna recenzija, sažetak, znanstveni)


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Naslov
Short Steel Thin-walled Columns Subjected to Eccentric Axial Loads

Autori
Pavazza, Radoslav ; Vlak, Frane ; Vukasović, Marko

Vrsta, podvrsta i kategorija rada
Sažeci sa skupova, sažetak, znanstveni

Izvornik
World Multidisciplinary Civil Engineering - Architecture - Urban Planning Symposium (WMCAUS 2016) : Abstract Collection Book / Yilmaz, Işık ; Drusa, Marian ; Marschalko, Marian - Prag : WMCAUS, 2016, 157-157

Skup
World Multidisciplinary Civil Engineering - Architecture - Urban Planning Symposium

Mjesto i datum
Prag, Češka Republika, 13.06.2016. - 17.06.2016

Vrsta sudjelovanja
Predavanje

Vrsta recenzije
Međunarodna recenzija

Ključne riječi
Columns; Thin-walled; Compression; Bending; Torsion; Shear

Sažetak
A simple analytic solution for the stresses and displacements of short thin-walled columns of open bisymmetric cross-sections subjected to eccentric axial loads is proposed. The theory of bending and torsion with influence of shear is applied. An analytic closed form solutions are obtained both for the stresses and displacements. The normal stresses are expressed by the compression component, the bending components in two principal planes and the torsion component with respect to the principal pole (the shear centre). The displacements are expressed with respect to the principal axes and the principal pole. The deflections and the angle of torsion are given by the bending and torsion components according to the classical theories of bending and torsion (Vlasov, 1961) and the additional components due to shear in bending and torsion according to the theory of bending and torsion with influence of shear (Pavazza, 2005, 2013). The results are compared and discussed to the results of the finite element analyses by using shell elements.

Izvorni jezik
Engleski

Znanstvena područja
Građevinarstvo, Strojarstvo, Temeljne tehničke znanosti



POVEZANOST RADA


Ustanove:
Fakultet elektrotehnike, strojarstva i brodogradnje, Split

Profili:

Avatar Url Frane Vlak (autor)

Avatar Url Marko Vukasović (autor)

Avatar Url Radoslav Pavazza (autor)


Citiraj ovu publikaciju:

Pavazza, Radoslav; Vlak, Frane; Vukasović, Marko
Short Steel Thin-walled Columns Subjected to Eccentric Axial Loads // World Multidisciplinary Civil Engineering - Architecture - Urban Planning Symposium (WMCAUS 2016) : Abstract Collection Book / Yilmaz, Işık ; Drusa, Marian ; Marschalko, Marian (ur.).
Prag: WMCAUS, 2016. str. 157-157 (predavanje, međunarodna recenzija, sažetak, znanstveni)
Pavazza, R., Vlak, F. & Vukasović, M. (2016) Short Steel Thin-walled Columns Subjected to Eccentric Axial Loads. U: Yilmaz, I., Drusa, M. & Marschalko, M. (ur.)World Multidisciplinary Civil Engineering - Architecture - Urban Planning Symposium (WMCAUS 2016) : Abstract Collection Book.
@article{article, author = {Pavazza, Radoslav and Vlak, Frane and Vukasovi\'{c}, Marko}, year = {2016}, pages = {157-157}, keywords = {Columns, Thin-walled, Compression, Bending, Torsion, Shear}, title = {Short Steel Thin-walled Columns Subjected to Eccentric Axial Loads}, keyword = {Columns, Thin-walled, Compression, Bending, Torsion, Shear}, publisher = {WMCAUS}, publisherplace = {Prag, \v{C}e\v{s}ka Republika} }
@article{article, author = {Pavazza, Radoslav and Vlak, Frane and Vukasovi\'{c}, Marko}, year = {2016}, pages = {157-157}, keywords = {Columns, Thin-walled, Compression, Bending, Torsion, Shear}, title = {Short Steel Thin-walled Columns Subjected to Eccentric Axial Loads}, keyword = {Columns, Thin-walled, Compression, Bending, Torsion, Shear}, publisher = {WMCAUS}, publisherplace = {Prag, \v{C}e\v{s}ka Republika} }




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