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Pregled bibliografske jedinice broj: 330333

Behaviour of welded beam-to-column joints subjected to the static load


Skejić, Davor; Dujmović, Darko; Androić Boris
Behaviour of welded beam-to-column joints subjected to the static load // Structural Engineering and Mechanics, 29 (2008), 1; 17-35 (međunarodna recenzija, članak, znanstveni)


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Naslov
Behaviour of welded beam-to-column joints subjected to the static load

Autori
Skejić, Davor ; Dujmović, Darko ; Androić Boris

Izvornik
Structural Engineering and Mechanics (1225-4568) 29 (2008), 1; 17-35

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

Ključne riječi
semi rigid joint; rotational stiffness; moment resistance; rotation capacity; Eurocode 3 – Part 1.8; experimental testing; reliability

Sažetak
Neglecting the real joint behaviour in frame analysis may result in unrealistic predictions of the response and reliability of steel frames. The reliability of the prediction of main joint properties according to the component method (Eurocode 3 – Part 1.8) still remains open to further investigation. The first step toward the solution is to compare the theoretical expressions given in EN 1993-1-8 and the experimental results. With that goal in mind six nominally the same, but really different specimens of welded beam-to-column joints subjected to static load were tested. The specimens present a combination of nominally identical structural elements produced in different European mills. This paper provides these tests, as well as their detailed evaulation and interpretation. All three joint structural properties (rotational stiffness, moment resistance and rotation capacity) have been considered. Four models for determining the plastic resistance out of experimental Mj-Phi curves have been applied. The results that have been discussed in detail, point to the fact that EN 1993-1-8 underestimates the real structural properties of the tested type of joint, as well as to the conclusion that detailed research of this problem needs to be conducted using the probabilistic reliability methods.

Izvorni jezik
Engleski

Znanstvena područja
Građevinarstvo



POVEZANOST RADA


Projekt / tema
082-0821466-1468 - Pouzdanost konstrukcija iz novih materijala (Boris Androić, )
082-0821466-1469 - Optimalizacija pouzdanosti okvirnih sustava s različitim tipovima spojeva (Darko Dujmović, )
082-0821466-1467 - Primjena metoda inženjerstva pouzdanosti u funkciji razvoja konstrukcija (Ivica Džeba, )

Ustanove
Građevinski fakultet, Zagreb

Profili:

Avatar Url Darko Dujmović (autor)

Avatar Url Davor Skejić (autor)

Avatar Url Boris Androić (autor)

Citiraj ovu publikaciju

Skejić, Davor; Dujmović, Darko; Androić Boris
Behaviour of welded beam-to-column joints subjected to the static load // Structural Engineering and Mechanics, 29 (2008), 1; 17-35 (međunarodna recenzija, članak, znanstveni)
Skejić, D., Dujmović, D. & Androić Boris (2008) Behaviour of welded beam-to-column joints subjected to the static load. Structural Engineering and Mechanics, 29 (1), 17-35.
@article{article, year = {2008}, pages = {17-35}, keywords = {semi rigid joint, rotational stiffness, moment resistance, rotation capacity, Eurocode 3 and \#8211, Part 1.8, experimental testing, reliability}, journal = {Structural Engineering and Mechanics}, volume = {29}, number = {1}, issn = {1225-4568}, title = {Behaviour of welded beam-to-column joints subjected to the static load}, keyword = {semi rigid joint, rotational stiffness, moment resistance, rotation capacity, Eurocode 3 and \#8211, Part 1.8, experimental testing, reliability} }

Časopis indeksira:


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


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  • Science Citation Index Expanded(SciSearch)
  • ISI Alerting Services, Current Contents/Engineering, Computing & Technology
  • ANBAR International Civil Engineering Abstracts
  • CITIS-ROM
  • Abstract Journal in Earthquake Engineering
  • Shock and Vibration Digest
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