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Finite Element Simulation of Temperature and Stress Development in Mass Concrete


Milovanović, Bojan; Mikulić, Dunja; Đurinek, Marija; Uzelac, Srđan
Finite Element Simulation of Temperature and Stress Development in Mass Concrete // The proceedings of the first international conference on computational technologies in concrete structures / Choi, Chang-Koon ; Meyer, Christian ; Bićanić, Nenad (ur.).
Daejon, Južna Koreja: Techno-Press, 2009. str. 915-927 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)


Naslov
Finite Element Simulation of Temperature and Stress Development in Mass Concrete

Autori
Milovanović, Bojan ; Mikulić, Dunja ; Đurinek, Marija ; Uzelac, Srđan

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

Izvornik
The proceedings of the first international conference on computational technologies in concrete structures / Choi, Chang-Koon ; Meyer, Christian ; Bićanić, Nenad - Daejon, Južna Koreja : Techno-Press, 2009, 915-927

ISBN
978-89-89693-26-0

Skup
The first international conference on computational technologies in concrete structures

Mjesto i datum
Jeju, Južna Koreja, 24-27.05.2009

Vrsta sudjelovanja
Predavanje

Vrsta recenzije
Međunarodna recenzija

Ključne riječi
Concrete; Heat of hydration; Finite elements; Thermal stresses; Temperature development

Sažetak
Massive hardening concrete elements are very prone to the early age thermal cracking which is a consequence of deformations that occur due to the cement hydration’ s induced temperature changes. If unrestrained, concrete in a structural element would expand and contract during the early-age heating and the subsequent cooling process without any stresses is being induced. In practice, concrete is nearly always restrained to some degree, either externally by adjoining structures or internally by different temperature development in the structure itself. Due to these imposed restrained conditions, the temperature change will induce stresses in concrete. If tensile stresses exceed still developing tensile strength of concrete, thermal cracks occur. For numerical analysis of thermal cracking, it is necessary to predict thermal field and corresponding stresses within concrete. A model implemented in a computer program DIANA was used to compute temperature and stress development. One of the challenges in the design of mass concrete structures is to avoid initiation of cracks regardless of concrete element size, concreting procedure, weather conditions and material properties. A finite element model was used to evaluate the effect of before mentioned parameters on mass concrete elements.

Izvorni jezik
Engleski

Znanstvena područja
Građevinarstvo, Temeljne tehničke znanosti



POVEZANOST RADA


Projekt / tema
082-0822161-2990 - OD NANO DO MAKROSTRUKTURE BETONA (Nina Štirmer, )

Ustanove
Građevinski fakultet, Zagreb