1. Introduction
AISI 316L stainless steel is one of the most important kinds of austenitic stainless steel, and it is known for its excellent mechanical properties and high corrosion resistance [
1]. It is widely used in many industrial industries, such as marine [
2,
3], biomedical [
4,
5], or aerospace [
6].
Furthermore, thanks to its excellent weldability, AISI 316L is used to fabricate equipment subjected to welding processes [
7], such as pipes [
8], automotive exhaust gas systems, chemical industrial equipment, and naval parts [
9,
10]. Corigliano et al. recently reviewed the types of loadings and materials commonly faced in the maritime industry [
11]. A ship, during its lifetime, faces standard sea-state conditions and can face storms with large wave amplitudes; these produce high stress values with localized plasticity that induce low-cycle fatigue loadings, which should be considered a major failure mode associated with ultimate or accidental limit states [
11,
12], as well as compression loadings that could accelerate the collapse due to instability [
13]. Fajri et al. [
14] analyzed five structural elements in the midship section of a vessel using the FEM (Finite Element Method), as this area was found to be the most prone to fatigue failure. Four different materials were used: high-strength low-alloy (HSLA) SAE 950X steel, medium carbon steel, and stainless steels of types 316L and 304. The medium carbon steel exhibited higher fatigue resistance but showed negligible resistance to corrosion, which could lead to crack formation. Although the other steels had a shorter fatigue life, they demonstrated good corrosion resistance. In 2021, Akbar et al. [
15] studied the strength of plated-hull structures as a function of hydrostatic and hydrodynamic forces using a 600 TEU container ship as a case study. The deformation values for the stainless steel investigated were lower than the permissible limits, confirming their suitability for design use. Moreover, the challenges become more intricate when evaluating welded joints. Nonetheless, the inherently complex welding process, which often leads to induced defects, residual stresses, and microstructural alterations, results in lower fatigue resistance in welded connection regions compared to steel [
16].
The mentioned studies confirm the need to continue investigating the material’s fatigue properties. On the other hand, evaluating mechanical properties, especially the fatigue behavior of common engineering materials, requires extensive testing campaigns involving large quantities of specimens and time.
However, applying energy methods, such as infrared thermography [
17], for assessing the fatigue limit significantly shortens the required testing time while ensuring reliable results [
18,
19]. Thermography is a widely used technique for the mechanical characterization of materials and is recognized by the scientific community [
20,
21,
22]. The development of the Risitano Thermographic Method (RTM) allows for the evaluation of the material’s fatigue limit and the S-N curve, exploiting the heating of the materials when subjected to cyclic loads beyond the fatigue limit [
23]. In the last ten years, the Static Thermographic Method (STM) has been proposed to evaluate the first damage initiation within the material by monitoring the superficial temperature evolution during a static tensile test. A “first damage stress” could be identified when the temperature decrease deviates from the linear thermoelastic trend. The STM has been applied to several materials and compared with conventional constant amplitude fatigue tests and the RTM, showing good agreement. This work aims to compare traditional AISI 316L specimens and welded specimens using energy methods. To obtain the mechanical behavior of AISI 316L, static tensile tests and stepwise tests were performed, monitoring the energy release of the material using the Static Thermographic Method (STM) and Risitano Thermographic Method (RTM). The results show that welding negatively influences the fatigue behavior of the material.
2. Theoretical Background
In 1968, Risitano used infrared thermography to assess material fatigue [
17]. Later, in 2000, La Rosa and Risitano developed the Thermographic Method to determine the fatigue life of materials [
24]. When a material is subjected to cyclic loading beyond its fatigue limit, three distinct temperature evolution phases can be observed (
Figure 1a): an initial increase (I), a stabilization phase (II), and a subsequent rise in temperature (III). The higher the applied stress, the greater the stabilization temperature in Phase II; however, the area under the temperature vs. cycle number curve remains constant and corresponds to an energy parameter Φ. By applying different stress levels progressively [
23] (
Figure 1b), it is possible to determine the stabilization temperature for each stress condition. The fatigue limit is identified at the intersection of the temperature vs. stress curve with the stress axis [
24].
Among different rapid fatigue assessment methods, the Static Thermographic Method has shown the possibility of rapidly obtaining the first damage initiation within the material. The STM is related to the variation in the temperature trend that exhibits three different phases during a static tensile test (
Figure 2). The first phase (I) is characterized by an initial approximately linear decrease due to the thermoelastic effect described by Lord Kelvin’s law. In the second phase (II), the temperature deviates from the first linear trend until a minimum temperature value is reached. In the last phase (III), the temperature increases rapidly until the material fails (III). Under uniaxial stress state and in adiabatic test conditions, Lord Kelvin’s law can be expressed as Equation (1):
where the temperature variation ΔT
s depends on Km, the thermoelastic constant of the material; T, the actual temperature of the specimen; and Iσ, the first invariant of the stress tensor.
The transition point between Phase I and Phase II may be related to a macroscopic stress level, the limit stress able to be produced within the material microcracks. If that stress level is applied cyclically to the specimen, it will result in fatigue failure.
3. Materials and Methods
To evaluate the fatigue behavior of traditional and welding AISI 316L, static and stepwise tests were performed on two sets of specimens, the “as-received” and the “welded” one (
Figure 3). The first set of samples was obtained by laser cutting from a 3 mm thick plate, while the “welded” samples were made via the V-shaped welding of two plates. A full penetration welding without filler material was executed. The welding bead was subsequently flattened. The set of “welded” specimens was also made by laser cutting. Static tensile tests were performed under stress control with a stress rate equal to 6 MPa/s, using a servo-hydraulic loading machine MTS 810 with a maximum load capacity of 250 kN. The stress rate must be adopted to ensure adiabatic conditions during the tensile tests, i.e., the specimen must not have the time to exchange heat with the surrounding environment. During the tests, the specimen surface temperature was monitored using an infrared camera, FLIR A40, to record the temperature evolution every second. For the post-processing of the temperature signal, a rlowess filter was used, with a data span of 5%, to exclude outliers and enhance the linear trend.
Stepwise fatigue tests were performed on five specimens, adopting a positive stress ratio (R = 0.1), with test frequencies of 10 Hz and a number of cycles per block ΔN of 20,000 cycles. During all the tests, the temperature trend was monitored using a FLIR A40 IR thermal imaging camera (320 × 240 pixel, thermal sensitivity of 0.08 °C to 30 °C).
4. Results and Discussion
4.1. Static Tensile Test
To assess the “fatigue limit” stress using the Static Thermographic Method, several preliminary tests were conducted at 3 MPa/s, 4 MPa/s, and 6 MPa/s, with the latter providing the best reliable adiabatic conditions to better determine the thermal phenomenon. During the tests, an IR thermal imaging camera was used to evaluate the temperature signal variation on the specimen surface as the difference between the initial and instantaneous temperature values. The temperature signal was filtered using a rlowess filter with a data span of 5%. The stress curve was plotted against the temperature variation and time to correlate the stress level with the energy release of the material.
The
Figure 4 shows the application of the STM on the “as-received” AISI 316L specimen. It is possible to underline how the first part of the temperature signal has a linear trend (dashed line) due to the thermoelastic effect of the material. Then, in the second part (the dot-and-dash line), the temperature deviates from linearity until it reaches a minimum, and finally, it experiences a very high further increment until failure. To evaluate the limit stress, σ
lim, it is possible to draw two linear regression lines for the linear and non-linear parts, respectively, and determine their equations. By solving the system of equations, it is possible to determine the intersection point of the two lines corresponding to the value of σ
lim on the stress–strain curve. For AISI 316L “as-received”, the value of the limit stress determined equals σ
lim = 204 ± 8 MPa.
The same procedure was applied to the AISI 316L welded samples (
Figure 4b); in this case, monitoring the thermal signal made it possible to clearly distinguish the two different phases, and the average value obtained was σ
lim = 191 ± 20 MPa.
Table 1 reports the mechanical properties, i.e., the ultimate tensile strength and the limit stress, obtained using the static tensile tests performed on the “as-received” and “welded” specimens. The as-received samples exhibit a higher ultimate tensile strength compared to the welded samples, with the welded specimens showing greater variability. This difference can be attributed to the welding process, which often induces defects in the weld zone and introduces residual stresses. Similarly, the limit stress is higher for the as-received material than for the welded specimens. This behavior, as noted in several experimental studies on AISI stainless steels and other materials, can be explained by microstructural defects introduced during the welding process [
27,
28,
29,
30].
4.2. Fatigue Test
In order to confirm the STM results, several stepwise tests were performed on as-received AISI 316L samples using stress ratios of R = 0.1. As described in
Section 2, to determine the fatigue limit stress, different stabilization temperatures for each stress level and the energy parameter Φ of the sample were evaluated (
Figure 5).
Table 2 shows the stress levels and the corresponding number of cycles for the test shown in
Figure 5. As described by the Risitano Thermographic Method, for stress levels below the assumed fatigue limit of the material, the temperature increments are negligible. However, as the applied stress level increases, the dissipated energy, or rather the surface temperature of the specimen, reaches a higher level.
For example, it is possible to plot different stabilization temperatures vs. applied stress levels (
Figure 6). It is possible to intersect a straight line with the points related to the stress levels above the presumed fatigue limit, just as it is possible to intersect a straight line with the points related to the stress levels below the fatigue limit. The intersection of the two intersecting lines corresponds to the stress levels at which fatigue damage begins. Therefore, it can be related to the fatigue limit of the material.
For “as-received” AISI 316L tested using the stepwise fatigue test, with stress ratio R = 0.1, a value of fatigue limit σ
lim,RTM = 255 MPa was found. The fatigue limit value obtained using the RTM at R = 0.1 is approximately 20% higher than that obtained using the STM. However, considering the scientific literature, an σ
lim,RTM value at least 40% higher than that obtained using the STM was expected. This can be justified by the different geometry and type of specimen processing compared to the scientific works of Santonocito et al. [
25] and Crisafulli et al. [
26]. In fact, in these cited works, the specimens were obtained by turning and had an hourglass geometry with a useful section area of 78.5 mm
2. In the present work, the specimens have a flat dog-bone geometry with a useful section area of 27 mm
2 and were obtained using a rolling process. The results obtained are influenced by the size effect [
31] and the microstructure and different manufacturing processes of flat specimens compared to hourglass ones. Further studies and in-depth analyses will be carried out to correlate the size effect with the mechanical behavior of the AISI316L.
5. Conclusions
In this work, the mechanical properties, particularly the fatigue life, of AISI 316L were evaluated. Two sets of samples were tested, one “as-received” and the other called “welded”, characterized by welded specimens. To determine the mechanical behavior of the investigated specimens, energetic methods were used, particularly the Static Thermographic Method (STM) and the Risitano Thermographic Method (RTM).
The results show that the STM and RTM allow for the quick and accurate identification of the fatigue limit value. The fatigue limit value obtained using the RTM at R = 0.1 was approximately 20% higher than that obtained with the STM. To confirm the results obtained using energy methods, constant amplitude fatigue testing campaigns will be conducted. The “welded” specimens, evaluated with STM, as expected, show a worsening of the mechanical properties compared to the “as-received” specimens. However, further test campaigns are planned, especially on the “welded” specimens to accurately and precisely evaluate the value of the fatigue limit. Further stepwise tests and traditional fatigue tests will be performed, as well as microstructural analyses to correlate the mechanical behavior to the microstructure of AISI 316L.
Author Contributions
Conceptualization, D.D. (Danilo D’Andrea) and P.C.; methodology, D.D. (Danilo D’Andrea), P.C. and G.R.; validation, D.D. (Danilo D’Andrea) and G.R.; investigation, D.D. (Danilo D’Andrea) and D.D. (Davide D’Andrea); data curation, D.D. (Danilo D’Andrea) and D.D. (Davide D’Andrea); writing—original draft preparation, D.D. (Danilo D’Andrea) and D.D. (Davide D’Andrea); writing—review and editing, D.D. (Davide D’Andrea); visualization, D.D. (Davide D’Andrea); supervision, G.R.; funding acquisition, P.C. All authors have read and agreed to the published version of the manuscript.
Funding
This study has been supported by the project PRIN_2022TXST8X_002 “EMPATHY”, CUP J53D23002430001. Project funded under the National Recovery and Resilience Plan (NRRP), Mission 4 Component C2 Investment 1.1 by the European Union—NextGenerationEU.
Institutional Review Board Statement
Not applicable.
Informed Consent Statement
Not applicable.
Data Availability Statement
Data are contained within the article.
Conflicts of Interest
The authors declare no conflicts of interest.
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