Shear strength of steel-concrete-steel composite panels. Part II: detailed numerical modelling of performance
Earlier research developed a robust model of physical behaviour of steel-concrete-steel Bi-Steel panels. Further work, reported here has examined in detail the localised behaviour that affects panel shear strength. Stress distribution on the shear connector surface and through the plate thickness ha...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
| Published: |
2003-06.
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| Subjects: | |
| Online Access: | Get fulltext |