Transfer Length of Fully Bonded and Partially Bonded Prestressing Strands by Finite Element Method
Author:
Publisher
Springer Science and Business Media LLC
Subject
Multidisciplinary
Link
http://link.springer.com/content/pdf/10.1007/s13369-019-04141-w.pdf
Reference45 articles.
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2. Youssef, G.; et al.: Analysis of the behaviour of a bonded joint between laminated wood and ultra high performance fibre reinforced concrete using push-out test. Constr. Build. Mater. 53, 381–391 (2014)
3. Alizadeh, V.; Helwany, S.; Ghorbanpoor, A.; Sobolev, K.: Design and application of controlled low strength materials as a structural fill. Constr. Build. Mater. 53, 425–431 (2014)
4. Zhang, W.F.: Symmetric and antisymmetric lateral–torsional buckling of prestressed steel I-beams. Thin-Walled Struct. 122(April 2017), 463–479 (2018)
5. den Uijl, J.A.: Bond modelling of prestressing strand. Spec. Publ. 180, 145–170 (1998)
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