| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 6726232 | Construction and Building Materials | 2013 | 12 Pages |
Abstract
⺠Angle connectors showed 7.5-36.4% less strength in monotonic and 23.6-49.2% in cyclic loading than channels. ⺠Failure of connector fracture was experienced for both channel and angle connectors. ⺠After the failure, more cracking was observed in slabs with channels than with angles. ⺠All channel connectors have sufficient ductility but angle connectors showed less. ⺠Angles showed good behaviour in ultimate shear capacity but not in ductility.
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Authors
Mahdi Shariati, N.H. Ramli Sulong, Meldi Suhatril, Ali Shariati, M.M. Arabnejad Khanouki, Hamid Sinaei,