Phenomenological material model for damage in steel‐fiber reinforced high performance concrete during low cycle fatigue-Reference-Cited by-同舟云学术

Phenomenological material model for damage in steel‐fiber reinforced high performance concrete during low cycle fatigue

Published:2023-03 Issue:1 Volume:22 Page:
ISSN:1617-7061
Container-title:PAMM
language:en
Short-container-title:Proc Appl Math and Mech

Author:

Pise Mangesh¹,Brands Dominik¹,Schröder Jörg¹,Gebuhr Gregor²,Anders Steffen²

Affiliation:

1. University of Duisburg-Essen Institute of Mechanics Universitätsstr. 15 45141 Essen Germany

2. Bergische Universität Wuppertal Chair for Construction Materials Pauluskirchstraße 11 42285 Wuppertal Germany

Abstract

AbstractA phenomenological material model is developed to understand the pseudo‐ductile material behavior of steel fiber reinforced high performance concrete (HPC) during failure. In that respect, an energy function is formulated using an additive composition of a transversal isotropic elasto‐plastic model and an elasto‐plastic phase‐field model representing the individual behavior of the steel fibers and the concrete material, respectively. Comparing the experimental data and numerical results of three‐point bending beam tests at low cycle for steel fiber reinforced HPCs, the efficiency of the presented model is verified.

Publisher

Wiley

Subject

Electrical and Electronic Engineering,Atomic and Molecular Physics, and Optics

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/pamm.202200236

Reference10 articles.

1. J. P. Boehler in: Applications of tensor functions in solid mechanics edited by J. P. Boehler CISM International Centre for Mechanical Sciences (Springer Vienna 1987) chap 5.

2. P. C. Aïtcin High-performance concrete Modern concrete technology (E & FN spon London 1998).

3. J. Zhang Fatigue Fracture of Fibre Reinforced Concrete (Technische Universität von Dänemark) Dissertation 1998.

4. C. Miehe F. Aldakheel and A. Raina Int. J. Plast. 84 1-32 2016.

5. T. Leusmann G. Basutkar M. Lunardelli and D. Lowke Proceeding of RILEM spring convention and sustainable materials systems and structures conference Rovinj Croatia 2019 pp.176-184.

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