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Pregled bibliografske jedinice broj: 897876

Experimental testing of European Mild Structural Steel under Cyclic Loading


Krolo, Paulina; Grandić, Davor
Experimental testing of European Mild Structural Steel under Cyclic Loading // ABSTRACT BOOK ICCESEN 2017 / AKKURT, Iskender ; GÜNOĞLU, Kadir ; AKYILDIRIM (ur.).
Antalya, Turkey, 2017. str. 392-392 (predavanje, međunarodna recenzija, sažetak, znanstveni)


Naslov
Experimental testing of European Mild Structural Steel under Cyclic Loading

Autori
Krolo, Paulina ; Grandić, Davor

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

Izvornik
ABSTRACT BOOK ICCESEN 2017 / AKKURT, Iskender ; GÜNOĞLU, Kadir ; AKYILDIRIM - , 2017, 392-392

Skup
4 th International conference on computational and experimental science and engineering

Mjesto i datum
Antalya, Turkey, 4-8 October 2017

Vrsta sudjelovanja
Predavanje

Vrsta recenzije
Međunarodna recenzija

Ključne riječi
Cyclic loading, Mild structural steel, Experiment

Sažetak
The aim of this paper is to present an experimental testing of the mechanical behavior of plated specimens made of European mild structural steel S275 and S355 during the monotonic and cyclic loading. Under the seismic action, structural steel members usually have to resist large cyclic displacements that occur inelastic deformation of the material from which the structure is built. The local strains of steel material in the plastic deformation area of the structural member are not proportional to the deformations. This means that under symmetrical displacement cycles in the structure, lead to unsymmetrical and variable strains in the material. This occurs due to hardening of material, local buckling, and imperfection of structural members. In order to simulate the aforementioned effects on structural steel, an experimental displacement control procedure was performed. Due to buckling problem under the compression strain, the non-standard specimens is chosen and shaping procedure of specimen is presented in this paper. Cyclic loading test was programmed according to SAC 2000 loading protocol under the deformation which is greater than yield strain. Obtained experimental test results of European structural mild steel showed that mechanical behavior under monotonic and cyclic loading was different. Ultimate and fracture strain were reduced if compared cyclic and monotonic results. This occurs due to damage accumulation which affects the ductility reduction.

Izvorni jezik
Engleski

Znanstvena područja
Građevinarstvo



POVEZANOST RADA


Ustanove
Građevinski fakultet, Rijeka