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Pregled bibliografske jedinice broj: 203936

Three-dimensional FE analysis of headed stud anchors exposed to fire


Ožbolt, Joško; Kožar, Ivica; Rolf, Eligehausen; Periškić, Goran
Three-dimensional FE analysis of headed stud anchors exposed to fire // Computers and Concrete, an International Journal, 2 (2005), 4; 249-266 (međunarodna recenzija, članak, znanstveni)


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Naslov
Three-dimensional FE analysis of headed stud anchors exposed to fire

Autori
Ožbolt, Joško ; Kožar, Ivica ; Rolf, Eligehausen ; Periškić, Goran

Izvornik
Computers and Concrete, an International Journal (1598-8198) 2 (2005), 4; 249-266

Vrsta, podvrsta i kategorija rada
Radovi u časopisima, članak, znanstveni

Ključne riječi
concrete; high temperature; 3D finite element analysis; microplane model; thermo-mechanical model; headed studs

Sažetak
In the present paper a transient three-dimensional thermo-mechanical model for concrete is presented. For given boundary conditions, temperature distribution is calculated by employing a three-dimensional transient thermal finite element analysis. Thermal properties of concrete are assumed to be constant and independent of the stress-strain distribution. In the thermo-mechanical model for concrete the total strain tensor is decomposed into pure mechanical strain, free thermal strain and load induced thermal strain. The mechanical strain is calculated by using temperature dependent microplane model for concrete (Ožbolt, et al. 2001). The dependency of the macroscopic concrete properties (Young modulus, tensile and compressive strengths and fracture energy) on temperature is based on the available experimental database. The stress independent free thermal strain is calculated according to the proposal of Nielsen, et al. (2001). The load induced thermal strain is obtained by employing the bi-parabolic model, which was recently proposed by Nielsen, et al. (2004). It is assumed that the total load induced thermal strain is irrecoverable, i.e., creep component is neglected. The model is implemented into a three-dimensional FE code. The performance of headed stud anchors exposed to fire was studied. Three-dimensional transient thermal FE analysis was carried out for three embedment depths and for four thermal loading histories. The results of the analysis show that the resistance of anchors can be significantly reduced if they are exposed to fire. The largest reduction of the load capacity was obtained for anchors with relatively small embedment depths. The numerical results agree well with the available experimental evidence.

Izvorni jezik
Engleski

Znanstvena područja
Građevinarstvo



POVEZANOST RADA


Projekti:
0114002

Ustanove:
Građevinski fakultet, Rijeka

Profili:

Avatar Url Joško Ožbolt (autor)

Avatar Url Ivica Kožar (autor)

Citiraj ovu publikaciju:

Ožbolt, Joško; Kožar, Ivica; Rolf, Eligehausen; Periškić, Goran
Three-dimensional FE analysis of headed stud anchors exposed to fire // Computers and Concrete, an International Journal, 2 (2005), 4; 249-266 (međunarodna recenzija, članak, znanstveni)
Ožbolt, J., Kožar, I., Rolf, E. & Periškić, G. (2005) Three-dimensional FE analysis of headed stud anchors exposed to fire. Computers and Concrete, an International Journal, 2 (4), 249-266.
@article{article, year = {2005}, pages = {249-266}, keywords = {concrete, high temperature, 3D finite element analysis, microplane model, thermo-mechanical model, headed studs}, journal = {Computers and Concrete, an International Journal}, volume = {2}, number = {4}, issn = {1598-8198}, title = {Three-dimensional FE analysis of headed stud anchors exposed to fire}, keyword = {concrete, high temperature, 3D finite element analysis, microplane model, thermo-mechanical model, headed studs} }
@article{article, year = {2005}, pages = {249-266}, keywords = {concrete, high temperature, 3D finite element analysis, microplane model, thermo-mechanical model, headed studs}, journal = {Computers and Concrete, an International Journal}, volume = {2}, number = {4}, issn = {1598-8198}, title = {Three-dimensional FE analysis of headed stud anchors exposed to fire}, keyword = {concrete, high temperature, 3D finite element analysis, microplane model, thermo-mechanical model, headed studs} }

Časopis indeksira:


  • Web of Science Core Collection (WoSCC)
    • Science Citation Index Expanded (SCI-EXP)
    • SCI-EXP, SSCI i/ili A&HCI


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