Development of 3D Printable Strain Hardening Cementitious Composites for Bridge-Related Applications
Author:
Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-70145-0_55
Reference21 articles.
1. Okumus, P., Kristam, R.P., Arancibia, M.D.: Sources of Crack Growth in Pretensioned Concrete-Bridge Girder Anchorage Zones after Detensioning. J. Bridg. Eng. 21(10), 04016072 (2016)
2. Okumus, P., Oliva, M.G.: Evaluation of crack control methods for end zone cracking in prestressed concrete bridge girders. PCI J. 58(2), 91–105 (2013)
3. Okumus, P., Oliva, M.G., Becker, S.: Nonlinear finite element modeling of cracking at ends of pretensioned bridge girders. Eng. Struct. 40, 267–275 (2012)
4. Kannel, J., French, C., Stolarski, H.: Release Methodology of Strands to Reduce End Cracking in Pretensioned Concrete Girders. PCI J. 42(1), 42–54 (1997)
5. Tuan, C.Y., et al.: End Zone Reinforcement for Pretensioned Concrete Girders. PCI J. 49(3), 68–82 (2004)
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