A nonlinear rate-dependent model for predicting the depth of penetration in ultra-high performance fiber reinforced concrete (UHPFRC)-Reference-Cited by-同舟云学术

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A nonlinear rate-dependent model for predicting the depth of penetration in ultra-high performance fiber reinforced concrete (UHPFRC)

Published:2020-02 Issue: Volume:106 Page:103451
ISSN:0958-9465
Container-title:Cement and Concrete Composites
language:en
Short-container-title:Cement and Concrete Composites

Author:

Cao Y.Y.Y.,Tan Q.H.,Jiang Z.G.,Brouwers H.J.H.,Yu Q.L.

Funder

China Scholarship Council

Eindhoven University of Technology, and they are

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction

Reference66 articles.

1. A review on ultra high performance concrete: Part II. Hydration, microstructure and properties;Wang;Constr. Build. Mater.,2015

2. Comparative study on flexural properties of ultra-high performance concrete with supplementary cementitious materials under different curing regimes;Wu;Constr. Build. Mater.,2017

3. Static and dynamic compressive properties of ultra-high performance concrete (UHPC) with hybrid steel fiber reinforcements;Wu;Cement Concr. Compos.,2017

4. Static properties and impact resistance of a green ultra-high performance hybrid fibre reinforced concrete (UHPHFRC): experiments and modeling;Yu;Constr. Build. Mater.,2014

5. Impact resistance of a sustainable ultra-high performance fibre reinforced concrete (UHPFRC) under pendulum impact loadings;Yu;Constr. Build. Mater.,2016

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3. Ultra-high performance concrete targets against high velocity projectile impact – a-state-of-the-art review;International Journal of Impact Engineering;2022-02

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