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Pregled bibliografske jedinice broj: 692810

Modelling cracking in reinforced-concrete beams using beam finite elements with embedded discontinuity


Šćulac, Paulo; Jelenić, Gordan
Modelling cracking in reinforced-concrete beams using beam finite elements with embedded discontinuity // Computational Modelling of Concrete Structures - Proceedings of EURO-C 2014 / Bićanić, Nenad ; Mang, Herbert ; Meschke, Günther, de Borst, Rene (ur.).
London: Taylor and Francis Group, 2014. str. 569-578 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)


Naslov
Modelling cracking in reinforced-concrete beams using beam finite elements with embedded discontinuity

Autori
Šćulac, Paulo ; Jelenić, Gordan

Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni

Izvornik
Computational Modelling of Concrete Structures - Proceedings of EURO-C 2014 / Bićanić, Nenad ; Mang, Herbert ; Meschke, Günther, de Borst, Rene - London : Taylor and Francis Group, 2014, 569-578

ISBN
978-1-138-00145-9

Skup
Computational Modelling of Concrete and Concrete Structures

Mjesto i datum
St. Anton am Arlberg, Austrija, 24-27.3.2014

Vrsta sudjelovanja
Predavanje

Vrsta recenzije
Međunarodna recenzija

Ključne riječi
Layered beam finite element; embedded discontinuity; bond-slip relationship; monotonic loading

Sažetak
This work presents a novel embedded discontinuity layered beam finite element with the ability to predict crack occurrence and development in reinforced-concrete beams. A transversal crack is embedded in an element in a manner that it opens at a predefined position when the tensile concrete strength at layer’s mid-depth is reached. The use of layers allows the crack to propagate through the depth of the beam. The cracked layers involve discontinuity in the position vector of the layer’s reference line as well as a discontinuity in the cross-sectional rotation, equal to the crack-profile angle. Reinforcement is treated as an additional layer of finite cross section and zero thickness with its own constitutive law implemented involving the standard beam kinematic hypotheses and a non-linear bond-slip relationship. The applicability of the new element is investigated on a four-point bending beam test for monotonically increasing loading.

Izvorni jezik
Engleski

Znanstvena područja
Građevinarstvo, Temeljne tehničke znanosti



POVEZANOST RADA


Projekt / tema
114-0000000-3025 - Unapređenje točnosti nelinearnih grednih elemenata s neograničenim 3D rotacijama (Gordan Jelenić, )

Ustanove
Građevinski fakultet, Rijeka