Deliberate Deformation of Concrete in the Fresh State - Crack Risk and Efficient Production of Curved Precast Elements

Author:

Troian Sergiu,Grünewald Steffen,Schipper Roel,Schlangen Erik,Çopuroğlu Oguzhan

Publisher

Springer International Publishing

Reference6 articles.

1. Chidiac, S.E.: Sustainability of civil engineering structures - durability of concrete. Cem. Concr. Comp. 31(8), 513–514 (2009)

2. Grünewald, S., Janssen, B., Schipper, H.R., Vollers, K.J., Walraven, J.C.: Deliberate deformation of concrete after casting. In: Orr, J., Evernden, M., Darby, A., Ibell, T. (eds.) Proceedings of 2nd International Conference on Flexible Formwork, University of Bath, pp. 132–139 (2012)

3. Piano, R.: Progettazione sperimentale per strutture a guscio – experimental project of shell structures. Casabella 335, 38–49 (1969)

4. Schipper, H.R.: Double-curved precast concrete elements: research into technical viability of the flexible mould method, Ph.D.-thesis, Delft University of Technology (2015). ISBN 978-94-6299-154-5, doi: 10.4233/uuid:cc231be1-662c-4b1f-a1ca-8be22c0c4177

5. Troian, S.: Crack evaluation in double-curved concrete elements, Delft University of Technology, Master thesis (2014). http://repository.tudelft.nl

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