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Ultimate strength of single shear two-bolted connections with austenitic stainless steel
Abstract This paper has carried out finite element (FE) modeling and analysis in order to predict and estimate the structural behaviors such as ultimate strength, fracture mode and curling occurrence of austenitic stainless steel single shear bolted connections fabricated with two bolts (2 rows ×1 column bolt array). The data of existing test results for the calibration of numerical simulation were utilized. Prediction results obtained from finite element (FE) analysis were compared with the test results of single shear bolted connections with stainless steel and the validity of numerical models for predicting the ultimate behaviors of connections was verified. Curling (Out of plane deformation) caused strength reduction in both test and analysis results. Parametric studies have also been conducted with other extended variables of edge distance and end distance. The conditions of curling occurrence in terms of end distance and edge distance were suggested from assumed FE models and modified strength formula was proposed.
Ultimate strength of single shear two-bolted connections with austenitic stainless steel
Abstract This paper has carried out finite element (FE) modeling and analysis in order to predict and estimate the structural behaviors such as ultimate strength, fracture mode and curling occurrence of austenitic stainless steel single shear bolted connections fabricated with two bolts (2 rows ×1 column bolt array). The data of existing test results for the calibration of numerical simulation were utilized. Prediction results obtained from finite element (FE) analysis were compared with the test results of single shear bolted connections with stainless steel and the validity of numerical models for predicting the ultimate behaviors of connections was verified. Curling (Out of plane deformation) caused strength reduction in both test and analysis results. Parametric studies have also been conducted with other extended variables of edge distance and end distance. The conditions of curling occurrence in terms of end distance and edge distance were suggested from assumed FE models and modified strength formula was proposed.
Ultimate strength of single shear two-bolted connections with austenitic stainless steel
Kim, TaeSoo (Autor:in) / Lim, JinSeong (Autor:in)
International Journal of Steel Structures ; 13 ; 117-128
01.03.2013
12 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
Block shear failure of austenitic stainless steel bolted connections
| Elsevier | 2023
Block shear failure of austenitic stainless steel bolted connections
| Elsevier | 2023