Details
Original language | English |
---|---|
Pages (from-to) | 953-967 |
Number of pages | 15 |
Journal | Engineering structures |
Volume | 176 |
Publication status | Published - 1 Dec 2018 |
Externally published | Yes |
Abstract
The paper discusses the application of an iron-based shape memory alloy (Fe-SMA) for the fatigue strengthening of steel plates. The shape memory effect (SME), which is the characteristic behavior of the Fe-SMAs, was used for the prestressed strengthening of steel plates. One steel plate without any pre-cracks and two steel plates with pre-cracks were retrofitted with Fe-SMA strips. The SMA-strengthened specimens along with a reference unstrengthened specimen were then subjected to high cycle fatigue (HCF) loading. The effect of multiple re-activations and different loading frequencies (e.g., fr = 0.005, 5, 10, and 15 Hz) on the HCF behavior of the Fe-SMA was investigated. The test results showed that the achieved prestressing level (i.e., recovery stress) in the Fe-SMAs for an activation temperature of 260 °C was in the range of 330–410 MPa, resulting in compressive stresses in the range of 35–72 MPa in the steel plates. Furthermore, it was observed that the recovery stress decreases slightly during cyclic loading, which should be considered in the design. The loss in the prestressing level was approximately 17–20% of the original prestressing; however, the re-activation (i.e., a second activation) process could retrieve a significant portion of the loss. The test results showed that the activated Fe-SMA strips could apply considerable compressive stresses to the cracked steel plate, which reduce the tensile stresses and stress intensity factors (SIFs) at the vicinity of the crack tip, resulting in a significant increase in the fatigue life of the specimens and a complete fatigue crack arrest in some cases.
Keywords
- High cycle fatigue (HCF), Phase transformation, Re-activation, Recovery stress, Shape memory effect (SME), Smart material, Strengthening of cracked steel plates, Stress intensity factor
ASJC Scopus subject areas
- Engineering(all)
- Civil and Structural Engineering
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In: Engineering structures, Vol. 176, 01.12.2018, p. 953-967.
Research output: Contribution to journal › Article › Research › peer review
}
TY - JOUR
T1 - Iron-based shape memory alloy for the fatigue strengthening of cracked steel plates
T2 - Effects of re-activations and loading frequencies
AU - Izadi, M. R.
AU - Ghafoori, E.
AU - Motavalli, M.
AU - Maalek, S.
N1 - Funding information: The first author would like to appreciate the Swiss Federal Commission for Scholarships for Foreign Students (FCS) for providing a Swiss Government Excellence Scholarship for the academic year 2016–2017 (ESKAS No. 2016.1007) to support this project. Thanks are also due to the technicians of the Structural Engineering Research Laboratory and Mechanical Systems Engineering Laboratory of Empa for their exceptional cooperation in manufacturing the mechanical components and performing the experiments. Furthermore, the supports of re-fer AG, Switzerland, and Von Roll Deutschland GmbH in providing the Fe-SMA strips and GFRP laminates, respectively, are acknowledged. The first author would like to appreciate the Swiss Federal Commission for Scholarships for Foreign Students (FCS) for providing a Swiss Government Excellence Scholarship for the academic year 2016–2017 ( ESKAS No. 2016.1007 ) to support this project. Thanks are also due to the technicians of the Structural Engineering Research Laboratory and Mechanical Systems Engineering Laboratory of Empa for their exceptional cooperation in manufacturing the mechanical components and performing the experiments. Furthermore, the supports of re-fer AG, Switzerland, and Von Roll Deutschland GmbH in providing the Fe-SMA strips and GFRP laminates, respectively, are acknowledged.
PY - 2018/12/1
Y1 - 2018/12/1
N2 - The paper discusses the application of an iron-based shape memory alloy (Fe-SMA) for the fatigue strengthening of steel plates. The shape memory effect (SME), which is the characteristic behavior of the Fe-SMAs, was used for the prestressed strengthening of steel plates. One steel plate without any pre-cracks and two steel plates with pre-cracks were retrofitted with Fe-SMA strips. The SMA-strengthened specimens along with a reference unstrengthened specimen were then subjected to high cycle fatigue (HCF) loading. The effect of multiple re-activations and different loading frequencies (e.g., fr = 0.005, 5, 10, and 15 Hz) on the HCF behavior of the Fe-SMA was investigated. The test results showed that the achieved prestressing level (i.e., recovery stress) in the Fe-SMAs for an activation temperature of 260 °C was in the range of 330–410 MPa, resulting in compressive stresses in the range of 35–72 MPa in the steel plates. Furthermore, it was observed that the recovery stress decreases slightly during cyclic loading, which should be considered in the design. The loss in the prestressing level was approximately 17–20% of the original prestressing; however, the re-activation (i.e., a second activation) process could retrieve a significant portion of the loss. The test results showed that the activated Fe-SMA strips could apply considerable compressive stresses to the cracked steel plate, which reduce the tensile stresses and stress intensity factors (SIFs) at the vicinity of the crack tip, resulting in a significant increase in the fatigue life of the specimens and a complete fatigue crack arrest in some cases.
AB - The paper discusses the application of an iron-based shape memory alloy (Fe-SMA) for the fatigue strengthening of steel plates. The shape memory effect (SME), which is the characteristic behavior of the Fe-SMAs, was used for the prestressed strengthening of steel plates. One steel plate without any pre-cracks and two steel plates with pre-cracks were retrofitted with Fe-SMA strips. The SMA-strengthened specimens along with a reference unstrengthened specimen were then subjected to high cycle fatigue (HCF) loading. The effect of multiple re-activations and different loading frequencies (e.g., fr = 0.005, 5, 10, and 15 Hz) on the HCF behavior of the Fe-SMA was investigated. The test results showed that the achieved prestressing level (i.e., recovery stress) in the Fe-SMAs for an activation temperature of 260 °C was in the range of 330–410 MPa, resulting in compressive stresses in the range of 35–72 MPa in the steel plates. Furthermore, it was observed that the recovery stress decreases slightly during cyclic loading, which should be considered in the design. The loss in the prestressing level was approximately 17–20% of the original prestressing; however, the re-activation (i.e., a second activation) process could retrieve a significant portion of the loss. The test results showed that the activated Fe-SMA strips could apply considerable compressive stresses to the cracked steel plate, which reduce the tensile stresses and stress intensity factors (SIFs) at the vicinity of the crack tip, resulting in a significant increase in the fatigue life of the specimens and a complete fatigue crack arrest in some cases.
KW - High cycle fatigue (HCF)
KW - Phase transformation
KW - Re-activation
KW - Recovery stress
KW - Shape memory effect (SME)
KW - Smart material
KW - Strengthening of cracked steel plates
KW - Stress intensity factor
UR - http://www.scopus.com/inward/record.url?scp=85053795727&partnerID=8YFLogxK
U2 - 10.1016/j.engstruct.2018.09.021
DO - 10.1016/j.engstruct.2018.09.021
M3 - Article
AN - SCOPUS:85053795727
VL - 176
SP - 953
EP - 967
JO - Engineering structures
JF - Engineering structures
SN - 0141-0296
ER -