Theoretical Model for Ultimate Moment Capacity of RC Beams Strengthened by Unbonded Reinforcement
Author:
Publisher
Springer Science and Business Media LLC
Subject
Multidisciplinary
Link
http://link.springer.com/content/pdf/10.1007/s13369-012-0294-2.pdf
Reference27 articles.
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2. Naaman, A.E.; Alkhairi, F.M.: Stress at ultimate in unbonded post-tensioning tendons part I & II. ACI Struct. J. USA 88(5), 641–651, 683–692 (1991)
3. Harajli M.H.: Strengthening of concrete beams by external prestressing. Prestress. Concrete Inst. J. USA 38(6), 76–88 (1993)
4. Ghallab A., Beeby A.W.: Factors affecting the external prestressing stress in externally strengthened prestressed concrete beams. Cement Concrete Compos. 27(9–10), 945–957 (2005)
5. Harajli M.H.: On the stress in unbonded tendons at ultimate: critical assessment and proposed changes. ACI Struct. J. 103(6), 803–812 (2006)
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