Quantification of the resistance modeling uncertainty of 19 alternative <scp>2D</scp> nonlinear finite element approaches benchmarked against 101 experiments on reinforced concrete beams-Reference-Cited by-同舟云学术

Quantification of the resistance modeling uncertainty of 19 alternative 2D nonlinear finite element approaches benchmarked against 101 experiments on reinforced concrete beams

Published:2022-01-07 Issue:5 Volume:23 Page:2895-2909
ISSN:1464-4177
Container-title:Structural Concrete
language:en
Short-container-title:Structural Concrete

Author:

de Putter Arjen¹²,Hendriks Max A. N.²³^ORCID,Rots Jan G.²,Yang Yuguang²^ORCID,Engen Morten³⁴^ORCID,van den Bos Ab A.⁵

Affiliation:

1. Witteveen+Bos Deventer The Netherlands

2. Delft University of Technology Delft The Netherlands

3. Norwegian University of Science and Technology Trondheim Norway

4. Multiconsult Oslo Norway

5. Diana FEA BV Delft The Netherlands

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.202100574

Reference48 articles.

1. Non-linear finite element analysis of reinforced concrete: at the crossroads?

2. The levels-of-approximation approach in MC 2010: application to punching shear provisions

3. fib Model Code 2020: Towards a general code for both new and existing concrete structures

4. Safety formats for non-linear analysis of concrete structures

5. EngenM HendriksMAN MontiG AllaixDL.(2021). Treatment of modelling uncertainty of NLFEA in fib Model Code 2020.https://doi.org/10.1002/suco.202100420

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