Structural behavior of ultra‐high performance (fiber‐reinforced) concrete compression struts subjected to transverse tension and cracking-Reference-Cited by-同舟云学术

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Structural behavior of ultra‐high performance (fiber‐reinforced) concrete compression struts subjected to transverse tension and cracking

Published:2020-05-09 Issue:5 Volume:21 Page:2154-2167
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

Leutbecher Torsten¹^ORCID

Affiliation:

1. Chair of Structural Concrete, Department of Civil Engineering University of Siegen Siegen Germany

Publisher

Wiley

Subject

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

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/suco.201900451

Reference32 articles.

1. Behavior of concrete under biaxial stresses;Kupfer H;ACI J,1969

2. Behavior of concrete under biaxial stresses;Kupfer HB;J Eng Mech Div,1973

3. High-Performance Concrete under Biaxial and Triaxial Loads

4. Material Behavior of Ultra-High-Strength Concrete under Multiaxial Stress States

5. Constitutive laws of softened concrete in biaxial tension compression;Belarbi A;ACI Struct J,1995

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1. Modeling the Response of Uhpfrc Shear-Critical Beams: Integrating Nonlinear Finite Element Analysis and Machine Learning;2024

2. Constitutive laws of softened UHPC in biaxial tension–compression: Experimental study using a planar bi-directional element tester;Construction and Building Materials;2023-10

3. Verification of the shear resistance of UHPFRC beams – Design method for the German DAfStb Guideline and database evaluation;Engineering Structures;2023-02

4. Finite element analysis of reinforced graded concrete beams using simplified damage plasticity model approach;AIP Conference Proceedings;2022

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