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Experimental and numerical studies of S960 ultra-high strength steel welded I-sections under combined compression and minor-axis bending
Highlights The behaviour of S960 ultra-high strength steel welded I-sections under minor-axis combined loading is studied. Ten minor-axis eccentric compression tests are conducted. FE models are developed and validated against the test results and then used to perform parametric studies. The codified design interaction curves are assessed, based on the test and FE data, indicating conservatism.
Abstract The present paper reports comprehensive experimental and numerical investigations into the cross-section behaviour and resistances of S960 ultra-high strength steel welded I-sections under combined compression and minor-axis bending moment. An experimental programme, adopting two slender welded I-sections – I-120 × 120 × 6 and I-150 × 75 × 6, was firstly conducted and included initial local geometric imperfection measurements and ten minor-axis eccentric compression tests. A numerical modelling programme was then performed, where finite element models were firstly developed and validated against the test results and then employed to perform parametric studies to generate further numerical data over a wide range of cross-section dimensions and loading combinations. On the basis of the test and numerical data, the applicability of the design interaction curves for S700 (or S690) high strength steel welded I-sections under minor-axis combined loading, as set out in the European code, American specification and Australian standard, to their S960 ultra-high strength steel counterparts was evaluated. The evaluation results generally revealed that all the codified design interaction curves lead to unduly conservative and scattered cross-section resistance predictions, mainly owing to the adoption of conservative bending end points (i.e. cross-section bending capacities).
Experimental and numerical studies of S960 ultra-high strength steel welded I-sections under combined compression and minor-axis bending
Highlights The behaviour of S960 ultra-high strength steel welded I-sections under minor-axis combined loading is studied. Ten minor-axis eccentric compression tests are conducted. FE models are developed and validated against the test results and then used to perform parametric studies. The codified design interaction curves are assessed, based on the test and FE data, indicating conservatism.
Abstract The present paper reports comprehensive experimental and numerical investigations into the cross-section behaviour and resistances of S960 ultra-high strength steel welded I-sections under combined compression and minor-axis bending moment. An experimental programme, adopting two slender welded I-sections – I-120 × 120 × 6 and I-150 × 75 × 6, was firstly conducted and included initial local geometric imperfection measurements and ten minor-axis eccentric compression tests. A numerical modelling programme was then performed, where finite element models were firstly developed and validated against the test results and then employed to perform parametric studies to generate further numerical data over a wide range of cross-section dimensions and loading combinations. On the basis of the test and numerical data, the applicability of the design interaction curves for S700 (or S690) high strength steel welded I-sections under minor-axis combined loading, as set out in the European code, American specification and Australian standard, to their S960 ultra-high strength steel counterparts was evaluated. The evaluation results generally revealed that all the codified design interaction curves lead to unduly conservative and scattered cross-section resistance predictions, mainly owing to the adoption of conservative bending end points (i.e. cross-section bending capacities).
Experimental and numerical studies of S960 ultra-high strength steel welded I-sections under combined compression and minor-axis bending
Su, Andi (author) / Sun, Yao (author) / Liang, Yating (author) / Zhao, Ou (author)
Engineering Structures ; 243
2021-06-03
Article (Journal)
Electronic Resource
English