Structural Design and Testing of Digitally Manufactured Concrete Structures-Reference-Cited by-同舟云学术

Structural Design and Testing of Digitally Manufactured Concrete Structures

Published:2022 Issue: Volume: Page:187-222
ISSN:2213-204X
Container-title:RILEM State-of-the-Art Reports
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Author:

Asprone Domenico,Menna Costantino,Bos Freek,Mata-Falcón Jaime,Ferrara Liberato,Auricchio Ferdinando,Cadoni Ezio,Cunha Vítor M. C. F.,Esposito Laura,Fromm Asko,Grünewald Steffen,Kloft Harald,Mechtcherine Viktor,Nerella Venkatesh Naidu,Schipper Roel

Publisher

Springer International Publishing

Link

https://link.springer.com/content/pdf/10.1007/978-3-030-90535-4_6

Reference92 articles.

1. (2002) RILEM TC 162-TDF Design of steel fibre reinforced concrete using the σ-w method: principles and applications. Materials and Structures, 35(5), 262–278.

2. (2003) Final recommendation of RILEM TC 162-TDF: Test and design methods for steel fibre reinforced concrete: sigma-epsilon-design method. Materials and Structures, 36(8), 560–567.

3. (2005) EN 14651:2005, Test method for metallic fibre concrete - Measuring the flexural tensile strength (limit of proportionality (LOP), residual).

4. Abrishambaf, A., Barros, J. A. O., and Cunha, V. M. C. F. (2013). Relation between fibre distribution and post-cracking behaviour in steel fibre reinforced self-compacting concrete panels. Cement and Concrete Research, 51, 57–66.

5. Abrishambaf, A., Barros, J. A. O., and Cunha, V. M. C. F. (2015a). Tensile stress-crack width law for steel fibre reinforced self-compacting concrete obtained from indirect (splitting) tensile tests. Cement and Concrete Composites, 57, 153–165.

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