Behavior Analysis of Steel Beam-Tocolumn Bolted Connection Using Component Method
| Autor: | Leona Zajec, Paulina Krolo |
|---|---|
| Rok vydání: | 2020 |
| Předmět: |
IDEA StatiCa
Computer simulation business.industry Stiffness Structural engineering Bending HRN EN 1993-1-8 priključak stupa i nosača metoda komponenata IDEA StatiCa HRN EN 1993-1-8 beam-to-column connection component method metoda komponenata Connection (mathematics) lcsh:TA1-2040 medicine priključak stupa i nosača medicine.symptom lcsh:Engineering (General). Civil engineering (General) business Mathematics |
| Zdroj: | Zbornik Radova, Vol 23, Iss 1 (2020) Zbornik radova (Građevinski fakultet Sveučilišta u Rijeci) Volume XXIII Issue 1 |
| ISSN: | 2584-6159 0350-8552 |
| DOI: | 10.32762/zr.23.1.4 |
| Popis: | U radu je prikazana metoda komponenata za određivanje krutosti i otpornosti na savijanje, što čini osnovne karakteristike priključaka u čeličnim konstrukcijama. Primjena metode komponenata provedena je analitički uz pomoć programa IDEA StatiCa na primjeru priključaka stupa i nosača s obostrano produljenom čeonom pločom u vijčanoj izvedbi. Rezultati dobiveni analitički uspoređeni su s rezultatima numeričkih simulacija dobivenih u programu Abaqus te s rezultatima dobivenim laboratorijskim ispitivanja, a koji su preuzeti iz literature. In this paper, the component method for determining the stiffness and bending resistance, which are the basic characteristics of connections, are presented. The application of this method was carried out using the IDEA StatiCa software on the example of the beam-to-column bolted connection with double extended end-plate. The results of the connection behavior were compared to the results obtained by numerical simulation in Abaqus and the results of the behavior obtained by laboratory tests found in references. |
| Databáze: | OpenAIRE |
| Externí odkaz: |
|