Enhancement of impact performance of reinforced concrete beams without stirrups by adding steel fibers-Reference-Cited by-同舟云学术

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Enhancement of impact performance of reinforced concrete beams without stirrups by adding steel fibers

Published:2017-08 Issue: Volume:145 Page:166-182
ISSN:0950-0618
Container-title:Construction and Building Materials
language:en
Short-container-title:Construction and Building Materials

Author:

Ulzurrun Gonzalo S.D.,Zanuy Carlos^ORCID

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction,Civil and Structural Engineering

Reference40 articles.

1. Assessing punching shear failure in reinforced concrete flat slabs subjected to localised impact loading;Micallef;Int. J. Impact Eng.,2014

2. Reinforced concrete members under drop-weight impacts;Chen;Proc. Inst. Civil Eng.: Struct. Build.,2009

3. K. Schellenberg, On the design of rockfall protection galleries, 2008.

4. Effects of shear resisting mechanisms on impact behavior of reinforced concrete beams;Saatci;ACI Struct. J.,2009

5. Empirical formulas for designing reinforced concrete beams under impact loading;Kishi;ACI Struct. J.,2012

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1. RC beam response to impact utilizing rigid-viscoplastic linear complementarity;Structures;2024-09

2. Effect of longitudinal reinforcement ratio on residual flexural capacity of high-strength reinforced concrete beams exposed to impact loading;Structures;2024-09

3. Influence of steel slag as partial replacement of coarse aggregate in the fibre reinforced concrete curved beam under static and impact load;Structures;2024-09

4. Residual capacity of RC beams subjected to impact loading: Influence of reinforcement ductility;International Journal of Protective Structures;2024-08-29

5. The fracture energy of concrete reinforced with double-helix macro basalt-fibre-reinforced polymer fibre;Magazine of Concrete Research;2024-08-01

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