Abstract

Recently, single-crystal Cu-Al-Mn (CAM) superelastic alloy (SEA) bars have been developed to address the shortcomings of traditional Ni-Ti SEA bars, i.e., high cost, low workability, and lack of superelasticity at low temperatures. The CAM SEAs have a wide range of potential applications in biomedical, aerospace, mechanical, and civil industries. However, no quantitative information is available on the chemical stability of this relatively new metal alloy. This study quantified the chemical resistance of CAM SEA bars compared with that of mild steel bars in terms of mass loss and changes in mechanical and physical properties. Tensile testing was performed to estimate the reduction in the yield load of the samples after chemical aging. Scanning electron microscopy (SEM) and energy dispersive X-ray spectroscopy (EDS) were carried out to determine the oxidation potential of the material. Corrosion parameters of CAM SEAs were quantified through potentiodynamic polarization tests. The erosion rate of CAM SEAs was also estimated using these corrosion parameters to compare against the typical values reported for mild steel. The CAM SEAs had a chemical resistivity significantly superior to that of mild steel regardless of the environmental exposure conditions tested in this paper. It was also found that CAM SEAs have comparable corrosion resistance to another Cu-based shape memory alloy composition: Cu-Al-Ni.

Introduction

Superelastic alloys (SEAs) are a special type of shape memory alloy (SMA), which exhibit recovery of deformations upon removal of stress. In recent years, SEAs have gained widespread popularity in civil engineering applications, although they have been used for over 2 decades in medical applications such as guide wires, stents, spectacle frames, and orthodontics, among others (Yamauchi et al. 2011; Mohd Jani et al. 2014). Ozbulut et al. (2011) and Chang and Araki (2016) reviewed the use of SEAs in civil engineering applications, particularly in bracing systems, beam–column connectors, isolators, and energy dissipating and retrofitting devices. In experiments, Saiidi and Wang (2006) utilized nickel-titanium (Ni-Ti) SEA bars in the plastic hinge region of 14-scale RC bridge piers to improve their seismic performance. A residual displacement of less than 0.1% occurred after 11 cycles, with a maximum drift ratio of 4.8%. Saiidi et al. (2007) demonstrated an effective method to use Ni-Ti SEAs as longitudinal reinforcement in RC beams for deformation recovery in the event of earthquakes. Beams were tested in four-point bending, with reinforcement ratios of 0.1%–0.9%, and loaded to half their calculated yield load, with a minimum load of 1.33 kN. The average residual displacement was less than one-fifth that of steel-reinforced beams.
Most of these applications used Ni-Ti SEAs, which cost 2–3 orders of magnitude more than the traditional construction materials. Additionally, they are not amenable to cutting and machining, limiting their use in the construction industry (Araki et al. 2011). The promising research results of Ni-Ti SEAs in civil engineering have shown the need to develop lower-cost alloys to pave the way for widespread structural applications. Omori et al. (2013) and Kusama et al. (2017) developed a copper-based SEA, Cu-Al-Mn (CAM), with excellent machinability, good superelastic properties, and considerably lower production cost compared with that of the Ni-Ti SEAs, making it a viable alternative to Ni-Ti SEAs in structural and earthquake engineering applications. Araki et al. (2011) studied CAM SEA bars of 4 and 8 mm diameter under cyclic loading, achieving up to 8% recovery strain and over 17% fracture strain. Gencturk et al. (2014) also observed excellent superelastic behavior in 8-mm-diameter CAM SEA bars, up to 12% strain under a range of temperatures varying between 40°C and 50°C, and loading strain rates up to 1.5  s1. Shrestha et al. (2016) showed that an insignificant degradation of superelasticity occurs in the first 100 cycles when CAM SEA bars are subjected to cyclic tension that may be expected under seismic loads. Oliveira et al. (2016) demonstrated the feasibility of laser welding of CAM SEA wires.
Due to these properties, CAM SEAs have gained attention in the construction industry and have been used in several structural studies. Hosseini et al. (2015) experimentally studied the use of CAM SEA bars along with engineered cementitious composites (ECC) in 14-scale bridge columns. The longitudinal steel reinforcement was replaced in the plastic hinge region of the columns with the CAM SEA bars. The specimens were tested under constant axial load and incremental cyclic lateral load up to 9.5% drift. The experimental results indicated 91% and 33% reduction in the permanent deformations by replacing 75% and 25%, respectively, of the longitudinal reinforcement with CAM SEA bars. In another study, CAM SEA bars and ECC were incorporated in the plastic hinge region of 14-scale bridge columns subjected to dynamic loads. The bridge columns showed strong self-centering capacity, with 0.5% permanent drift after experiencing a maximum drift of about 12%. Additionally, the CAM SEA bars elongated to 18% strain prior to rupture (Varela and Saiidi 2014).
Because the use of CAM SEAs in civil (concrete, steel, timber, and so forth) structures is gaining increased attention, it is important to investigate the chemical stability of this metal alloy in various aggressive environments that are relevant for such structures. Particularly, the stability of CAM SEAs in acidic and alkaline environments should be well understood. To the knowledge of the authors, there have been no studies of the behavior of CAM SEA bars in such environments. This study exposed CAM SEA bars to acidic and alkaline solutions to investigate their chemical resistivity. For example, exposure to alkalinity and moisture is expected in use of these materials in concrete. Other exposure conditions such as sulfuric acid (H2SO4), hydrochloric acid (HCl), and nitric acid (HNO3) could represent use in industrial plants. Changes in weight, mechanical properties, and physical appearance were measured and compared with those obtained from mild steel, which is the most commonly used metal in structural engineering. Chemical characterization was carried out to qualitatively determine the erosion depth due to different corrosive agents. An electrochemical study was performed to compare the corrosion parameters of CAM SEA bars with those of mild steel and another Cu-based SMA from literature (Alfantazi et al. 2009; Gojić et al. 2011).

Materials and Methods

Material Properties and Test Specimens

The CAM SEA specimens were prepared by Furukawa Techno Material, Hiratsuka, Japan. The nominal composition of the CAM SEA used in this study was Cu-16.9 at% Al-11.6 at% Mn. The solution treatment was conducted at 900°C, followed by quenching in water, and subsequent aging at 150°C to stabilize the superelastic property. As mentioned previously, the control material used in this study is SS-400 steel, a mild steel conforming to JIS G 3101 (JSA 2015), which is equivalent to Grade E275 of ISO 630:1995 (ISO 1995). SS-400 has a minimum yield stress of 245 MPa and an elongation of 17%. The specific carbon content is not indicated in JIS G 3101 (JSA 2015); and JIS G 3101 (JSA 2015) limits the phosphorus and sulfur content of SS-400 to 0.05% by weight.
Two types of specimens, Type A and Type B (Fig. 1), were prepared for both CAM SEA and SS-400. In addition, another specimen, Type C, was prepared only for CAM SEA. Type A specimens were 4×4×100-mm prismatic specimens, Type B specimens were prepared according to ISO 6892-1 (ISO 2016), and the Type C was a 10×10×5-mm prismatic specimen. Type A specimens were used to determine the chemical resistance of the metals via microscopy and weight change measurements. Type B specimens were used to measure the changes in the mechanical properties, e.g., yield load and residual strain, due to chemical activity. The Type C specimen was used to examine the potentiodynamic polarization behavior of CAM SEA. Type A and Type B specimens had different shapes because the square cross section of Type A specimens made it easier to perform imaging and calculating the area loss due corrosion/erosion. Furthermore, the specimens did not have to be as large to allow for fixing in a tensile testing machine. On the other hand, in Type B specimens, sufficiently large samples with a reduced gauge length were needed to properly attach the specimens in the testing machines and ensure that the failure occurs in the gauge length of the specimens and not at the gripping locations.
Fig. 1. Test specimens: (a) Type A; and (b) Type B.

Chemical Aging

Fig. 2 schematically illustrates one cycle of salt spray and immersion tests for measuring the chemical resistance of CAM SEA and SS-400. Salt spray represents the most realistic exposure mechanism; therefore, it is the most commonly used test method for studying the corrosion resistance of structural metals. Therefore, salt solution spraying, based on ISO 9227:2017 (ISO 2017) (unless otherwise indicated), was adopted here to study the NaCl resistance of metals. Each cycle of the salt spray test was carried out by spraying a 10% by weight NaCl solution on the specimens and then drying for 2 h in a fan oven. In contrast, to better match the actual exposure conditions for the types of applications mentioned previously, immersion tests were conducted rather than solution spraying for other acidic and alkaline solutions. For the immersion tests, one cycle consisted of immersing the specimens in the respective chemical solution and then storing them at 40°C for 1 day, then removing them from the solution and drying at 40°C for 1 day in a fan oven. The corroded bars were washed with an ammonium hydroxide solution to remove the corrosive products after each cycle. The weight change of the specimens was measured after the washing procedures. The chemical solutions used in immersion testing were three types of 5% by weight inorganic acid solutions, namely sulfuric acid, nitric acid, and hydrochloric acid; 5% sodium hydroxide (NaOH) solution as an alkaline solution; and tap water. The authors did not follow any standard in the immersion tests because they were not aware of any standardized test that reflects the real exposure conditions (repetition of immersion and drying) for civil engineering structures. The most prominent corrosive reagents were selected with higher concentrations not prescribed in any standard available. These conditions were selected to be conservative for common applications in civil engineering structures but are highly likely in industrial and chemical plants, including buildings disposing of chemical solvents that may leak from the waste disposal pipelines, in addition to acid rain and other super alkaline materials such as geopolymers. In these tests, nominally 50 cycles and 5 cycles were repeated for each salt spray and immersion test, respectively, of both CAM SEA and SS-400 specimens. However, the exact number of cycles was based on the weight change (corrosion state) of the control SS-400 bars. In most studies, the testing is stopped after a weight change of more than 20%; however, this study conducted tests to extreme conditions until the SS-400 specimens degraded completely.
Fig. 2. Schematic presentation of one cycle of (a) salt spray; and (b) immersion tests.

Material Test Procedures

Three Type A and three Type B specimens each were subjected to cyclic salt spray and immersion testing. For Type A specimens, a weight change measurement was taken after every 10 cycles in the salt spray test and after every cycle in the immersion tests. Upon completing the chemical aging, the specimens were sliced, mounted on conductive resin, and mirror polished. After imaging the whole cross section with an optical microscope, the corroded portion was imaged with a scanning electron microscope (SEM) and analyzed using energy-dispersive X-ray spectroscopy (EDS). The following parameters were used in the SEM and EDS: accelerating voltage=15  kV, beamcurrent=3  nA, and spotsize=30  μm. In the EDS analysis, Cu, Al, Mn, and O were mapped for the CAM SEA specimens, and Fe and O were mapped for the SS-400 specimens.
Type B CAM SEA specimens were subjected to one cycle of tensile loading up to 6% strain prior to and after the chemical aging. After measuring the dimensions of the specimens, they were loaded in displacement control up to 6% strain and unloaded in load control until complete removal of the tensile load. The loading rate was 103  mms1. The yield load and the residual strain were obtained before and after the chemical resistance tests and compared to evaluate the effect of different solutions on the mechanical properties of the specimens. Prior to each chemical exposure, one Type B SS-400 specimen was tested using the same loading protocol as for the CAM SEA to obtain the yield load and residual strain. After the chemical exposure, three other SS-400 specimens were tested to study the corrosion-induced degradation.
The conditions for the electrochemical study of the Type C CAM SEA specimen were as follows. A platinum counter electrode and a saturated silver–silver chloride reference electrode was used. The working electrode was prepared by embedding the Type C CAM SEA specimen into an epoxy resin mount to leave one exposed face with a surface area of 1  cm2. The surface was finished by wet polishing and buffing. The test was performed in a cell containing 800  cm3 3.5% by weight NaCl at 30°C. A potentiodynamic polarization measurement was performed at a scan rate of 0.33  mVs1 and an applied voltage of 0.5 V. ISO 10993-15 (ISO 2019) recommends a scan rate of 1.0  mV/s for potentiodynamic measurements of metals and alloys. The scan rate used by Gojić et al. (2011) and Alfantazi et al. (2009) was 0.5  mV/s and 1.0  mV/s, respectively. The scan rate of 0.33  mV/s, recommended in JIS G 0577 (JSA 2014) and JIS T 0302 (JSA 2000), was found most applicable for the purposes of this study.

Results

Visual Inspection and Micrographs

Fig. 3 represents the physical conditions of the tested specimen at the end of the chemical resistance tests. During the salt spray test, the SS-400 specimens started rusting after as few as two cycles, and rust constantly increased until 50 cycles. However, the CAM SEA specimens did not show any rusting. In the immersion tests, CAM SEA specimens had remarkable acid resistance to H2SO4, HNO3, and HCl solutions, with a slight decrease in cross-sectional area of the specimens after five cycles (Fig. 4). Despite significant resistance of SS-400 specimens to the H2SO4 and HCl solutions, heavy corrosion occurred in the HNO3 solution, leading to the production of a thick layer of red rust on the surface of the SS-400 specimens. Both CAM SEA specimens and SS-400 had excellent chemical resistance to 5% NaOH alkaline solution, showing no corrosion and no dimensional change. The same phenomenon was observed for the CAM SEA specimens in H2O, whereas the SS-400 specimens corroded with a thick layer of rust formed on their surfaces.
Fig. 3. Surface condition of three CAM specimens (left) and three SS-400 specimens (right) at the end of chemical resistance tests: (a) NaCl (salt spray); (b) H2SO4; (c) HNO3; (d) HCl; (e) NaOH; and (f) H2O.
Fig. 4. Cross sections of Type A specimens after chemical exposure.
Fig. 4 shows micrographs of the cross sections of Type A specimens after completion of chemical aging. An insignificant reduction (erosion) of the specimen cross section occurred in both the CAM SEA and SS-400 specimens when subjected to the salt-spray. CAM SEA specimens had remarkably superior chemical resistance compared with the SS-400 specimens in the immersion tests with 5% by weight of H2SO4, HNO3, and HCl acid solutions. Of the acidic solutions, both CAM SEA and SS-400 specimens had the most severe reaction with HNO3. The average corrosion depths of SS-400 specimens were 2 and 1.5 mm in the HCl and H2SO4 solutions, respectively, whereas heavy erosion occurred in the entire cross section of the SS-400 specimens in the HNO3 solution. On the other hand, the maximum corrosion depth of CAM SEA specimens in the acidic solutions was about 1 mm, which occurred in the HNO3 solution. The performance of CAM SEA and SS-400 specimens was comparable in the NaOH solution and water, the resistance to both of which was superior to the resistance to other chemicals.

Weight Change

Fig. 5 illustrates the weight change of Type A CAM SEA and SS-400 specimens subjected to chemical aging. To produce these graphs, an average value of the weight changes of the three SS-400 specimens and the three CAM SEA was used. The error bars show one standard deviation above and below the average value. An average increase of 0.3% and 1.2% was observed in the weight of CAM SEA and SS-400 specimens, respectively, at the end of the salt spray test. The SS-400 specimens had a progressive increase in corrosion, leading to an increase in the weight. However, the CAM SEA specimens had limited corrosion.
Fig. 5. Weight change of specimens due to chemical exposure: (a) NaCl (salt spray); (b) H2SO4; (c) HNO3; (d) HCl; (e) NaOH; and (f) H2O. Note that although being included, the error bars are too small to be visible for certain datasets.
After five cycles in the immersion test with the 5% acid solutions, the CAM SEA specimens had a weight change of 0.07%, 11.6%, and 0.83% when subjected to 5% by weight H2SO4, HNO3, and HCl solution, respectively. These values for the SS-400 specimens were 45.9%,19.2%, and 36.8%, respectively, demonstrating a drastic loss of weight in the SS-400 specimens subjected to acidic solutions. These results indicate that the CAM SEA specimens had superior acid resistance compared with the SS-400 specimens, which had the lowest resistance to 5% HNO3 solution. In 5% by weight alkaline NaOH solution, the CAM SEA and SS-400 specimens had limited weight change, with an average increase of 0.27% and less than 0.1%, respectively, after five cycles of the immersion test. Similarly, the weight change of both types of materials in water was less than 0.4%.
Some specimens increased in weight. This weight increase was due to the formation of a loose surface layer. This might give an impression that the cross section of CAM SEAs increased; however, this surface layer was loosely attached to the base metal and did not contribute to the mechanical strength, as demonstrated in the section “Tensile Tests.” Although it is common to remove the loose surface layer in mass loss tests, this approach was not followed in this paper to clearly differentiate between the chemical composition of the base metal and that of the surface layer as shown later in the section “SEM and EDS Analysis.”

SEM and EDS Analysis

Fig. 6 shows the SEM and EDS-SEM mapping charts for Cu, O, Al and Mn elements of Type A CAM SEA after the chemical aging. The mapping charts show formation of the surface layer with Cu and O components on the CAM SEA specimens due to the salt spray test. As with the salt spray test using NaCl solution, the CAM SEA specimens exposed to 5% by weight of H2SO4 and HCl had formation of a similar surface layer. However, the oxidation progressed and deeper erosion occurred in the specimens exposed to aggressive acidic solution of 5% by weight of HNO3. Regarding the specimens subjected to the NaOH solution and water in the immersion test, the surface of CAM SEA specimens had a deposit of a surface layer similar to that in the salt spray test. Fig. 7 shows the SEM and EDS-SEM mapping charts for Fe and O elements of SS-400 specimens after completion of the chemical resistance tests. Deep erosion of the surface of SS-400 specimens occurred with the H2SO4, HNO3 and HCl acid solutions due to aggressive oxidation, showing the poor resistance of SS-400 steel to the acidic solutions, particularly to the HNO3 solution. The results were similar for NaOH and water exposure.
Fig. 6. SEM and EDS images showing cross-section views of CAM Type A specimens after chemical attack. Lines indicate the border between corroded and noncorroded portions.
Fig. 7. SEM and EDS images showing cross-section views of SS400 Type A specimens after chemical attack. Lines indicate the border between corroded and noncorroded portions.

Tensile Tests

Figs. 8 and 9 compare the load-strain diagrams from tensile testing of CAM SEA and SS-400 specimens before and after the chemical aging. Only one of each set of three specimens is shown in Figs. 8 and 9 for clarity. The other samples had similar behavior. Insignificant degradation of strength and superelasticity occurred in the salt spray test and the submersion tests with both acidic and alkaline solutions, as well as water, except for the case of HNO3 (Fig. 8).
Fig. 8. Comparison of load-strain diagrams for CAM SEA bars before and after chemical aging: (a) NaCl (salt spray); (b) H2SO4; (c) HNO3; (d) HCl; (e) NaOH; and (f) H2O.
Fig. 9. Comparison of load-strain diagrams for SS-400 bars before and after chemical aging: (a) NaCl (salt spray); (b) H2SO4; (c) HNO3; (d) HCl; (e) NaOH; and (f) H2O.
As expected, the load-carrying capacity of all the CAM SEA specimens subjected to the chemical aging was reduced because of a reduction in the cross-sectional area. The reduction of the yield load of CAM SEAs for salt spray and the immersion tests in the NaCl, H2SO4, HNO3, HCl, and NaOH solutions and in water were on average 9.7%, 5.6%, 35.2%, 9.8%, 11.9%, and 4.7%, respectively. The SS-400 specimens subjected to the salt spray test and the immersion in NaOH solution and water had an insignificant increase in yield load. However, the yield load of SS-400 specimens significantly decreased when subjected to immersion in acidic solutions. The average yield load decreased to 48.6%, 42.1%, and 42.3% as a result of exposure to H2SO4, HNO3, and HCl solutions, respectively.

Potentiodynamic Polarization Measurements

Fig. 10 shows the potentiodynamic polarization curves of Type C CAM SEA and SS-400 samples. The corrosion current density icorr and the corrosion potential Ecorr were obtained as icorr=3.0  μAcm2 and Ecorr=0.23  V using the extrapolated Tafel lines. These values were of the same order of magnitude as those of Cu-Al-Ni SMAs reported by Alfantazi et al. (2009), i.e., icorr=2.75  μAcm2 and Ecorr=0.33  V. The corrosion parameters for mild steel were icorr=30  μAcm2 and Ecorr=0.42  V. Based on the Faraday’s law and the experimentally obtained value of icorr, the erosion rate of CAM SEA and SS-400 were calculated as 0.032 and 0.35  mm/year, respectively.
Fig. 10. Potentiodynamic polarization curve for CAM SEAs in 3.5% by weight NACl solution at 30°C.

Discussion

It was observed in the section “Results” that CAM SEA has a corrosion performance superior to that of mild steel and comparable to that of Cu and other Cu-based alloys. This section discusses the relationship between the corrosion mechanism of CAM SEA and the test results presented in the section “Results.”
With regard to the NaCl exposure, because corrosion in a chloride environment is the most common concern in the design of civil engineering structures such as bridges and buildings, many studies have been conducted so far. Comparison of the corrosion performance of CAM SEA with that of mild steel, therefore, provides a fundamental basis of the study in this paper. The examination of the alkaline exposure relates to the performance of CAM SEA in concrete, which is the most commonly used structural material. The interpretation of the results of acid exposure is important for understanding the performance of marine, underground, and industrial structures.

NaCl Solution

No significant reduction was observed in the weight and strength of CAM SEA [Figs. 5(a) and 8(a), respectively]. Similar observation can be made for the mild steel from these figures. On the other hand, it was observed from visual inspection [Fig. 3(a)] that rusting in mild steel was much more prevalent than that in the CAM SEA. This observation is supported by the potentiodynamic measurements (Fig. 10), in which the corrosion rate of CAM SEA was estimated to be about one-tenth that of mild steel.
The corrosion performance of CAM SEA was found to be close to that of Cu and other Cu-based alloys because corrosion parameters, e.g., corrosion current density and corrosion potential, obtained from the potentiodynamic measurements were of the same magnitude as those for Cu and other Cu-based alloys such Cu-Al-Ni SMAs (Alfantazi et al. 2009; Gojić et al. 2011). Similar to other Cu-Al alloys, the mechanism underlying the superior performance of CAM SEA over the mild steel is the formation of surface layers including Cu, Al, Mn, and O, the existence of which was confirmed from the EDX image for NaCl exposure (Fig. 6). The formation of cuprous oxide, aluminum oxide/hydroxide, manganese oxide, and cuprous chloride in the surface layers was inferred from the literature (Alfantazi et al. 2009; Gojić et al. 2011). In the potentiodynamic polarization curve of CAM SEA (Fig. 10), two peaks and a reduction in the current density, i, were observed when the potential, E, was positive. This suggests the protective effect of the surface layers mentioned previously, although the slight increase in i for E>0.25  V suggests that the surface layers are not fully passive.

Dilute Alkaline Solutions

No significant change was seen in the weight and strength of both CAM SEA and mild steel [Figs. 5(e) and 8(e)] after immersion in dilute NaOH solution. From these results, it is concluded that similar to mild steel, CAM SEA is suitable for use as reinforcing elements not only in ordinary portland cement concrete, which has an alkaline environment with a pH value of about 13, but also in geopolymer concrete, the pH value of which could exceed 13.
The formation of a thin surface layer with Cu and O was seen in the EDX image for NaOH exposure (Fig. 6). The black coating observed in the visual inspection [Fig. 3(e)] suggests that the surface layer consisted mostly of CuO. This corrosion mechanism is similar to that of Cu and other Cu-based alloys exposed to dilute alkaline solutions.

Dilute Acidic Solutions

After immersion in dilute H2SO4 and HCl solutions, no significant change in weight and strength occurred for CAM SEA from visual inspection [Figs. 3(b and d)], the weight change measurements [Figs. 5(b and d)], and the tension test results [Figs. 8(b and d)]. On the other hand, significant reduction in weight and strength occurred when CAM SEAs were immersed in dilute HNO3 solution [Figs. 3(c), 5(c), and 8(c)]. These responses are similar to those of Cu. In mild steel samples, severe reduction of weight and strength occurred in all the acidic solutions tested. These results indicate that CAM SEAs have corrosion performance comparable to that of Cu and much better than that of mild steel against the dilute acidic solutions tested in this paper.
Although a surface layer with Cu and O was observed in the acidic solution cases of H2SO4, HNO3, and HCl (Fig. 6), CAM SEAs were not very resistant to dilute HNO3 solution, which resulted in heavy oxidization. This observation is supported by the formation of a thick layer with Cu and O (Fig. 6).

Summary and Conclusions

This study investigated the chemical resistance of recently developed CAM SEA in aggressive environments which may occur during the service life of a structure. CAM SEA and SS-400 specimens were cyclically exposed to different acidic and alkaline (10% by weight NaCl and 5% by weight HCl, HNO3, H2SO4, and NaOH) solutions in addition to water. Different measures, including physical appearance, weight loss, and change of mechanical properties, along with SEM and EDS analysis were used to evaluate the chemical resistance of CAM SEAs compared with that of SS-400. The key outcomes of this study are summarized as follows:
1.
CAM SEA had considerably higher chemical resistance than did standard SS-400 steel to most corrosive environments.
2.
CAM SEA was susceptible to chemical attack by HNO3 due to the oxidation of copper.
3.
In general, the weight change of CAM SEA specimens was negligible for water, NaOH, and NaCl solutions, and was between 5% and 15% when exposed to HNO3, H2SO4, and HCl acidic solutions. The average weight change of the SS-400 bars was less than 1% for water and NaOH, and less than 2% for NaCl, reached to 20% for HNO3, and exceeded 30% for H2SO4 and HCl solutions.
4.
There was no significant loss in tensile yield load and strain recovery of CAM SEA specimens after chemical aging, except in the case of HNO3.
5.
SEM and EDS analysis indicated superior performance of CAM SEA when subjected to chemical attack.
6.
The result of the potentiodynamic polarization measurements indicated that the corrosion resistance of CAM SEAs is similar to that of Cu-Al-Ni SMAs and superior to that of mild steel.

Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

Funding for this research was provided by Japan Society for the Promotion of Science (JSPS) Grant in Aid for Scientific Research Nos. 16H02376, 16K06590, and 16KK0149, and the Natural Sciences and Engineering Research Council of Canada (NSERC). The fifth and the sixth authors were supported with funding from the United States National Science Foundation under Award No. 1642488. The authors thank Shyo Hishinuma (former undergraduate student) of the Japan Testing Center for Construction Materials (JTCCM) for partly helping with the long-term aging tests. The authors thank Mr. Yuji Oizumi and Mr. Kenji Uruma of Furukawa Techno Material and Dr. Kashima Hiroo (former post-doctoral researcher at Nihon University) for their help in the analysis of mechanical test data and microscopy results. The findings presented herein are those of the authors and do not necessarily reflect the opinions of the sponsors.

References

Alfantazi, A. M., T. M. Ahmed, and D. Tromans. 2009. “Corrosion behavior of copper alloys in chloride media.” Mater. Des. 30 (7): 2425–2430. https://doi.org/10.1016/j.matdes.2008.10.015.
Araki, Y., T. Endo, T. Omori, Y. Sutou, Y. Koetaka, R. Kainuma, and K. Ishida. 2011. “Potential of superelastic Cu–Al–Mn alloy bars for seismic applications.” Earthquake Eng. Struct. Dyn. 40 (1): 107–115. https://doi.org/10.1002/eqe.1029.
Chang, W. S., and Y. Araki. 2016. “Use of shape-memory alloys in construction: A critical review.” Proc. Inst. Civ. Eng. 169 (2): 87–95. https://doi.org/10.1680/jcien.15.00010.
Gencturk, B., Y. Araki, T. Kusama, T. Omori, R. Kainuma, and F. Medina. 2014. “Loading rate and temperature dependency of superelastic Cu–Al–Mn alloys.” Constr. Build. Mater. 53 (Feb): 555–560. https://doi.org/10.1016/j.conbuildmat.2013.12.002.
Gojić, M., L. Vrsalović, S. Kožuh, A. Kneissl, I. Anžel, S. Gudić, B. Kosec, and M. Kliškić. 2011. “Electrochemical and microstructural Study of Cu–Al–Ni shape memory alloy.” J. Alloys Compd. 509 (41): 9782–9790. https://doi.org/10.1016/j.jallcom.2011.07.107.
Hosseini, F., B. Gencturk, S. Lahpour, and D. Ibague Gil. 2015. “An experimental investigation of innovative bridge columns with engineered cementitious composites and Cu–Al–Mn super-elastic alloys.” Smart Mater. Struct. 24 (8): 085029. https://doi.org/10.1088/0964-1726/24/8/085029.
ISO. 1995. Structural steels—Plates, wide flats, bars, sections and profiles. Geneva: ISO.
ISO. 2016. Metallic materials—Tensile testing—Part 1: Method of test at room temperature. Geneva: ISO.
ISO. 2017. Corrosion tests in artificial atmospheres—Salt spray tests. Geneva: ISO.
ISO. 2019. Biological evaluation of medical devices—Part 15: Identification and quantification of degradation products from metals and alloys. Geneva: ISO.
JSA (Japanese Standards Association). 2000. Testing method for corrosion resistance of metallic biomaterials by anodic polarization measurement. Tokyo: JSA.
JSA (Japanese Standards Association). 2014. Methods of pitting potential measurement for stainless steels. Tokyo: JSA.
JSA (Japanese Standards Association). 2015. Rolled steels for general structure. Tokyo: JSA.
Kusama, T., T. Omori, T. Saito, S. Kise, T. Tanaka, Y. Araki, and R. Kainuma. 2017. “Ultra-large single crystals by abnormal grain growth.” Nat. Commun. 8 (1): 354. https://doi.org/10.1038/s41467-017-00383-0.
Mohd Jani, J., M. Leary, A. Subic, and M. A. Gibson. 2014. “A review of shape memory alloy research, applications and opportunities.” Mater. Des. 56 (Apr): 1078–1113. https://doi.org/10.1016/j.matdes.2013.11.084.
Oliveira, J. P., B. Panton, Z. Zeng, T. Omori, Y. Zhou, R. M. Miranda, and F. M. Braz Fernandes. 2016. “Laser welded super elastic Cu–Al–Mn shape memory alloy wires.” Mater. Des. 90 (Jan): 122–128. https://doi.org/10.1016/j.matdes.2015.10.125.
Omori, T., T. Kusama, S. Kawata, I. Ohnuma, Y. Sutou, Y. Araki, K. Ishida, and R. Kainuma. 2013. “Abnormal grain growth induced by cyclic heat treatment.” Science 341 (6153): 1500–1502. https://doi.org/10.1126/science.1238017.
Ozbulut, O. E., S. Hurlebaus, and R. Desroches. 2011. “Seismic response control using shape memory alloys: A review.” J. Intell. Mater. Syst. Struct. 22 (14): 1531–1549. https://doi.org/10.1177/1045389X11411220.
Saiidi, M., M. Sadrossadat-Zadeh, C. Ayoub, and A. Itani. 2007. “Pilot study of behavior of concrete beams reinforced with shape memory alloys.” J. Mater. Civ. Eng. 19 (6): 454–461. https://doi.org/10.1061/(ASCE)0899-1561(2007)19:6(454).
Saiidi, M., and H. Wang. 2006. “Exploratory study of seismic response of concrete columns with shape memory alloys reinforcement.” ACI Struct. J. 103 (3): 435–442.
Shrestha, K. C., Y. Araki, T. Kusama, T. Omori, and R. Kainuma. 2016. “Functional fatigue of polycrystalline Cu-Al-Mn superelastic alloy bars under cyclic tension.” J. Mater. Civ. Eng. 28 (5): 04015194. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001417.
Varela, S., and M. Saiidi. 2014. “Dynamic performance of novel bridge columns with superelastic CuAlMn shape memory alloy and ECC.” Int. J. Bridge Eng. 2 (3): 29–58.
Yamauchi, K., I. Ohkata, K. Tsuchiya, and S. Miyazaki. 2011. Shape memory and super elastic alloys: Applications and technologies. Philadelphia: Woodhead.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 33Issue 1January 2021

History

Received: Jan 7, 2020
Accepted: Jun 8, 2020
Published online: Oct 16, 2020
Published in print: Jan 1, 2021
Discussion open until: Mar 16, 2021

Authors

Affiliations

Sanjay Pareek [email protected]
Professor, Dept. of Architecture, College of Engineering, Nihon Univ., Koriyama 963-8642, Japan (corresponding author). Email: [email protected]
Manager, Technology Development Dept., Special Metals Div., Furukawa Techno Material Co. Ltd., Hiratsuka 254-0016, Japan. Email: [email protected]
Fumiyoshi Yamashita [email protected]
Acting Manager, Technology Development Dept., Special Metals Division, Furukawa Techno Material Co. Ltd., Hiratsuka 254-0016, Japan. Email: [email protected]
Associate Professor, Sony Astani Dept. of Civil and Environmental Engineering, Univ. of Southern California, Los Angeles, CA 90089-2531. ORCID: https://orcid.org/0000-0001-6920-0834. Email: [email protected]
Farshid Hosseini [email protected]
Formerly, Postdoctoral Research Associate, Sonny Astani Dept. of Civil and Environmental Engineering, Univ. of Southern California, Los Angeles, CA 90089-2531. Email: [email protected]
Formerly, Undergraduate Research Assistant, Sonny Astani Dept. of Civil and Environmental Engineering, Univ. of Southern California, Los Angeles, CA 90089-2531. ORCID: https://orcid.org/0000-0002-7467-3991. Email: [email protected]
Yoshikazu Araki [email protected]
Professor, Graduate School of Environmental Studies, Nagoya Univ., Nagoya 464-8603, Japan. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share