Affiliation:
1. Rzeszów University of Technology, The Faculty of Civil and Environmental Engineering and Architecture , Poland
Abstract
Abstract
The aim of the paper is to verify and present methodology for ultimate tensile resistance prediction in steel angle tension members connected to gusset plates with one row of bolts. After a description of the experimental investigations, the next step was to build numerical models. The subjects of the experiments consisted of single plate specimens with drilled holes and angles connected to gusset plates with 1, 2, 3, or 4 bolts. Close attention was given to choosing the appropriate material model, which takes into account the influence of microstructural damage and the process of ductile fracture initiation and propagation. The porous Gurson-Tvergaard-Needleman material model was analysed and the paper focuses on hierarchical validation of numerical models of steel angle bolted connections, which will then be used for parametric studies.
Reference39 articles.
1. 1. Abaqus ver. 6.16
2. 2. ANSI/AISC 360-10, Specification for Structural Steel Buildings 2010.
3. 3. CAN/CSA S16-01 Limit state design of steel structure, Toronto, Canadian Standards Association, 2003.
4. 4. Chesson, E and Munse, WH 1963. Riveted and bolted joints. Journal of the Structural Division, ASCE89 (1), 67-126.
5. 5. Draganić, H, Dokšanović, T and Markulak, D 2014. Investigation of bearing failure in steel single bolt lap connections. Journal of Constructional Steel Research98, 59–72.
Cited by
4 articles.
订阅此论文施引文献
订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献