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research article

Uniaxial Cyclic and Tensile Tests on Structural Metallic Materials

Hartloper, Alexander R.
•
Ozden, Selimcan  
•
Sousa, Albano de Castro e  
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May 1, 2023
Journal Of Structural Engineering

Experimental data is imperative to characterize the behavior of materials used in structural analysis models. The aim of this data paper is to establish a database of material-scale uniaxial experiments, primarily conducted at EPFL, to assist with simulating the monotonic and cyclic behavior of structural steel materials and components. The proposed database consists of stress-strain data from test specimens subjected to tensile straining or to one of nine cyclic load protocols consistent with earthquake loading. The database includes 353 experiments on test specimens fabricated from 11 steel materials from around the world and an iron-based shape memory alloy; the database will evolve as additional tests are conducted. A downsampling method is developed that ensures a difference in strain energy of less than 0.5% between the original and downsampled data while reducing the number of datapoints by 89 times, on average. Results for S355 steels, constituting 57% of the database, are quantitatively validated by comparing the average measured initial yield stress and elastic modulus with prior work. The initial yield stress for S355 steels is found to be between 305 and 430 MPa and the elastic modulus between 190 and 230 GPa; these results are consistent with prior values. Finally, examples illustrate how the database can be used to calibrate constitutive models used in nonlinear finite element analysis.

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Type
research article
DOI
10.1061/JSENDH.STENG-12037
Web of Science ID

WOS:000952344600005

Author(s)
Hartloper, Alexander R.
Ozden, Selimcan  
Sousa, Albano de Castro e  
Lignos, Dimitrios G.  
Date Issued

2023-05-01

Publisher

ASCE-AMER SOC CIVIL ENGINEERS

Published in
Journal Of Structural Engineering
Volume

149

Issue

5

Article Number

04723001

Subjects

Construction & Building Technology

•

Engineering, Civil

•

Construction & Building Technology

•

Engineering

•

structural steel

•

plasticity

•

cyclic loading

•

finite element analysis

•

shape memory alloys

•

high performance steel

•

model

Editorial or Peer reviewed

REVIEWED

Written at

EPFL

EPFL units
RESSLAB  
Available on Infoscience
April 24, 2023
Use this identifier to reference this record
https://infoscience.epfl.ch/handle/20.500.14299/197068
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