Superelastic Shape Memory Alloy Research Articles

Full‐scale shaking table test and numerical analysis of structural frames with SMA cable‐restrained base isolation

AbstractRestrainer is a promising solution for deformation control of isolated systems. The present study comprehensively discusses the behavior, design and potential application of a novel superelastic shape memory alloy (SMA) cable‐restrained laminated natural rubber (SMA‐LNR) bearing. The study commences with a brief introduction of the working principle, and then a quasi‐static test on an individual bearing specimen is presented. A full‐scale shaking table test is subsequently presented, followed by a comprehensive parametric study, leading to preliminary design recommendations. The quasi‐static test shows a two‐stage behavior exhibited by the individual SMA‐LNR bearing, that is, linear flexible behavior at small displacements and restraining stage beyond initial gap. Under dynamic excitations, the SMA cables swayed smoothly with the shear deformation of the bearings, and experienced fracture beyond the maximum considered earthquake (MCE). The restraining effect is strengthened with increasing number of SMA cables, but this is accompanied by an increase in the acceleration response of the superstructure. An earlier engagement of the SMA cables, that is, smaller initial gap, leads to decreases in the bearing deformation. The acceleration responses of the superstructure and the maximum cable strain are not very sensitive to the initial gap. Using an overly small number of SMA cables has limited beneficial effect on bearing deformation control, and may even increase the deformation under certain excitations; therefore, a lower‐bound restraining force offered by SMA cables should be given to ensure an unconditional positive bearing deformation control. Two normalized design parameters and their recommended values are finally proposed to facilitate practical design.

Cyclic behavior and seismic control performance of SMA friction damper

Using superelastic shape memory alloy (SMA) bars and non-asbestos organic friction material, this study developed an innovative self-centering friction damper (SCFD). This hybrid passive control device consists of the self-centering device using SMA bars and the friction energy dissipation device which can provide excellent self-centering ability and energy-absorbing ability to meet the requirements of civil engineering applications. To explore the feasibility and hysteretic properties of the SCFD, experimental tests under cyclic loading were conducted. According to the experimental results, the proposed SCFD exhibited a stable and repeatable flag-shaped hysteretic response, which can achieve the recovered displacement of 76.07% and dissipated energy of 6.04 kJ at 42 mm. The finite element model of the SCFD using ABAQUS software was established and validated by experimental results. And a series of numerical simulations with different parameters were performed, which enables a more in-depth interpretation of the SCFD. Additionally, a system-level nonlinear time-history analysis was performed on a three-story steel frame equipped with and without SCFDs. The dynamic analysis results indicated that the SCFDs could effectively reduce structural damage and enhance post-earthquake recoverability under rare earthquakes.

Superelastic Nickel-Titanium (NiTi)-Based Smart Alloys for Enhancing the Performance of Concrete Structures.

Recent advances in materials science have led to the development of smart materials that can continuously adapt to different loading conditions and changing environment to meet the growing demand for smart structural systems. The unique characteristics of superelastic NiTi shape memory alloys (SMAs) have attracted the attention of structural engineers worldwide. SMAs are metallic materials that can retrieve their original shape upon exposure to various temperatures or loading/unloading conditions with minimal residual deformation. SMAs have found increasing applications in the building industry because of their high strength, high actuation and damping capacities, good durability, and superior fatigue resistance. Despite the research conducted on the structural applications of SMAs during the previous decades, the existing literature lacks reviews on their recent uses in building industry such as prestressing concrete beams, seismic strengthening of footing-column connections, and fiber-reinforced concrete. Furthermore, scarce research exists on their performance under corrosive environments, elevated temperatures, and intensive fires. Moreover, the high manufacturing cost of SMA and the lack of knowledge transfer from research to practice are the main obstacles behind their limited use in concrete structures. This paper sheds light on the latest progress made in the applications of SMA in reinforced concrete structures during the last two decades. In addition, the paper concludes with the recommendations and future opportunities associated with expanding the use of SMA in civil infrastructures.

A Novel Hybrid Self-Centering Piston-Based Bracing Fitted with SMA Bars and Friction Springs: Analytical Study and Seismic Simulation

Self-centering piston-based braced frames (SC-PBBFs) are such structural assemblies that can withstand a severe earthquake through passive control. The self-centering motion of the bracing system curtails the seismic permanent damage of a building, thereby considerably mitigating postearthquake repair costs and downtime. This paper proposes a novel hybrid self-centering piston-based bracing (SC-PBB) equipped with friction springs (FS) and superelastic shape-memory alloy (SMA) bars. Analytical formulas are presented for rapid analysis and preliminary seismic design of the SC-PBBFs fitted with SC-PBBs. The general mechanics of the proposed archetypes confirms their symmetric self-centering behavior. To validate the proposed design procedure, a set of SC-PBBFs fitted with tension-only SMA bars and precompressed FS is examined under far-field ground motions. Effects of prestressing of components and earthquake types (crustal, subcrustal, and subduction) are quantified and compared with the responses of buckling-restrained braced frames (BRBFs). The analysis outcomes revealed the effectiveness of the proposed hybrid SC-PBBF subjected to design-level earthquakes.

Study on the self-recovery performance of SMAF-ECC under cyclic tensile loading

The incorporation of superelastic shape memory alloy (SMA) fibers into engineered cementitious composites (ECC) has led to a novel composite material, SMAF-ECC, which possesses excellent deformation, energy dissipation, and self-recovery capabilities. To understand the self-recovery performance of this new composite material under tensile loading, this study conducted uniaxial cyclic tension tests on SMAF-ECC specimens to investigate stress, strain, crack width, strain recovery rate, and crack recovery rate, while also considering the primary influencing factors such as SMA fiber diameter and content. The results indicate that the addition of SMA fibers improves the ultimate strain and ultimate tensile strength of ECC; increasing fiber content effectively enhances the strain and crack recovery rates of SMAF-ECC specimens, with the maximum strain recovery rate and crack recovery rate of the tested specimens reaching 69% and 77%, respectively. Both too large and too small SMA fiber diameters lead to reduced recovery rates. In this experiment, when the fiber diameter was 0.5 mm, the strain and crack recovery rates of the specimens were the highest, with a crack recovery rate of 53%, approximately 1.7 times that of specimens with 1 mm and 0.2 mm diameter SMA fibers. These findings provide a reliable basis for establishing a theoretical model of the tensile mechanical properties of SMAF-ECC composite materials.

Seismic collapse assessment of hybrid self-centering piston-based braced frames equipped with SMA bars and friction springs

Hybrid Self-centering Piston-Based Bracing (SC-PBB) is a cutting-edge, resilient earthquake-resistant element that comprises friction springs (FSs) and super-elastic shape memory alloy (SMA) bars. This innovative bracing component is specifically devised to attain a full self-centering response under a design-level earthquake, effectively mitigating the need for post-earthquake repairs and downtime. Nevertheless, concerns surrounding the potential collapse of Self-centering Piston Based Braced Frames (SC-PBBFs) during severe seismic motion have highlighted the necessity for a comprehensive collapse assessment. This paper evaluates the seismic collapse of SC-PBBFs by utilizing the FEMA P695 methodology. A set of buildings ranging from low- to high-rise archetypes is designed with a proposed response modification coefficient of R = 8. Incremental dynamic analyses (IDA) are conducted under 44 far-field ground motions to evaluate Adjusted Collapse Margin Ratios (ACMRs). Additionally, the collapse risk of the archetypes is measured under the influence of system-level uncertainty. The outcomes indicate that the proposed design procedure ensures an adequate margin of safety against collapse for SC-PBBFs.

Intrinsic response of nanocrystalline superelastic NiTi shape memory alloy

Intrinsic response of nanocrystalline superelastic NiTi shape memory alloy

Identification of Behavior Characteristics of Energy Dissipation Damper with Superelastic Shape Memory Alloy Wire Through Finite Element Analysis

Identification of Behavior Characteristics of Energy Dissipation Damper with Superelastic Shape Memory Alloy Wire Through Finite Element Analysis

A multi-scale diffusional-mechanically coupled model for super-elastic NiTi shape memory alloy wires in hydrogen-rich environment

The functional devices made by NiTi shape memory alloys (SMAs) are often serviced in hydrogen (H)-rich environment. Recently experimental results showed that the martensite transformation (MT) of NiTi SMA changed strongly after charging H, which originates from the H diffusion in the material and an additional transformation resistance caused by the absorbed H atoms. In this work, a multi-scale diffusional-mechanically coupled constitutive model is constructed to describe the super-elastic deformation of NiTi SMA wires in H-rich environment. In the grain scale, a crystal plasticity-based constitutive model is developed within the framework of irreversible thermodynamics. Four deformation mechanisms, i.e., elasticity, MT, transformation-induced plasticity (TRIP) and H expansion are taken into account. Since the H atoms can be trapped by the lattice defects, the total H concentration is further decomposed into two parts, i.e., the lattice hydrogen concentration and the trapped one. The generalized thermodynamic forces of MT and TRIP are derived from the Gibbs free energy and Clausius-Duhem inequality. The evolution of H concentration field is derived by combining the chemical potential, diffusion balance equation and the Fick's law. In the polycrystalline aggregate scale, in order to measure the interaction among the grains and obtain the overall response of the polycrystalline aggregate, a diffusional-mechanically coupled self-consistent homogenization method is developed. Meanwhile, the finite volume method is employed to calculate the H concentration in each grain. An assumption of uniform stress field in the macroscopic scale is adopted to achieve the scale transition from the polycrystalline aggregate to the whole wire. To validate the prediction capability of the proposed model, the predictions are compared with the experiments. Moreover, the influences of loading rate on the deformation of the wires in the process of in-situ charging H are predicted and discussed.

Strength Characteristics of Fe-SMA Reinforcement in RC Beam with Experimentation and Finite Element Modeling

The work presented here aims at investigating the feasibility of iron-based Fe-SMA (shape memory alloy) reinforcement as an alternative to conventional steel reinforcement. The conventional steel reinforcement shows large plastic strain, low resistance to corrosion, low resistance to fatigue and also inadequate recentering capability. As a result, advanced materials available in the form of superelastic (SE) shape memory alloy (SMA) are fabricated to form structural reinforcements. This FE-SMA mitigates the problem of long-lasting deflection by using its reversible stress-strain capability. This iron-based Fe-SMA may be stimulated between the temperatures of 90 to 150°C, with which it is possible to strengthen the reinforced concrete (RC) beams without any crucial damage. The stress-strain behavior in tension, corrosion resistivity, pull-out tests of Fe-SMA reinforcement and flexural strength of RC beam were evaluated experimentally. The FE-SMA exhibits recovery stresses of 250-300 MPa subjected to a temperature of 160°C. A comparison of load-carrying capacity of iron-based Fe-SMA reinforcement is also shown.

Thermo-mechanically coupled functional fatigue of NiTi shape memory alloys under multiaxial cyclic loadings

In this work, the rate-dependent and loading path-dependent cyclic deformation behaviors of super-elastic NiTi shape memory alloy (SMA) are investigated under multiaxial cyclic loadings with various loading frequencies. The evolutions of stress–strain response, temperature and dissipation energy with increasing the number of cycles are investigated systematically. It is found that the functional fatigue occurs in the process of cyclic deformation, and such a phenomenon is more significant under non-proportionally multiaxial loadings and with higher frequency. The temperature variation induced by the internal heat generation becomes more obvious with increasing the loading frequency. Moreover, it is revealed that the path-dependent functional fatigue has a positive correlation to a newly defined indicator for different loading paths, i.e., the degree of non-proportionality, and the rate-dependent functional fatigue can be attributed to the thermo-mechanically coupled nature of martensite transformation. The experimental results performed in this work and the revealing deformation mechanisms are helpful to establish a three-dimensional thermo-mechanically coupled cyclic constitutive model of NiTi SMAs.

Tuning the temperature range of superelastic Ni-Ti alloys for elastocaloric cooling via thermal processing

Caloric cooling enlisting solid-state refrigerants is potentially a promising eco-friendly alternative to conventional cooling based on vapor compression. The most common refrigerant materials for elastocaloric cooling to date are Ni-Ti based superelastic shape memory alloys. Here, we have explored tuning the operation temperature range of Ni50.8Ti49.2 for elastocaloric cooling. In particular, we have studied the effect of thermal treatments (a.k.a. aging) on the transformation temperature, superelasticity, and elastocaloric effects of Ni50.8Ti49.2 shape memory alloy tubes. The isothermal compressive test revealed that the residual strain of thermally-treated Ni-Ti tubes at room temperature approaches zero as aging time is increased. Short-time aging treatment at 400 °C resulted in good superelasticity and elastocaloric cooling performance with a large tunable austenite finish (A f) temperature range of 24.7 °C, as determined from the A f temperature of the samples that were aged 5–120 min. The main reason of the property change is the formation of a different amount of Ni4Ti3 precipitates in the NiTi matrix. Our findings show that it is possible to tailor the A f temperature range for development of cascade elastocaloric cooling systems by thermally treating a starting single composition Ni-Ti alloy.

Abnormal grain growth of 68Cu–16Al–16Zn alloys for elastocaloric cooling via cyclical heat treatments

Cu-based superelastic shape memory alloys are promising for low-stress elastocaloric cooling. We have synthesized bulk alloys of 68Cu–16Al–16Zn under different conditions in order to promote its grain growth and enhance its elastocaloric properties. High-temperature x-ray diffraction of untreated 68Cu–16Al–16Zn alloy showed that the phase boundary between the α + β mixed phases and the high temperature phase (β phase) was between 973 K and 1023 K. Based on this result, the 68Cu–16Al–16Zn alloy was heated and cooled in a furnace repeatedly between 773 K and 1173 K. The maximum grain size after heat treatment of the ingot rolled to 67% reached 11.1 mm. The latent heat of the martensitic transformation after grain growth was 6.3 J g−1, which is higher than the previously reported value for the compound. The stress–strain curve of 68Cu–16Al–16Zn rolled to 67% rolling with cyclical heat treatments showed a maximum stress of 106 MPa at 4.5% strain, with adiabatic temperature change of 5.9 K in heating during stress loading and 5.6 K in cooling in stress removal. Furthermore, no fatigue in the stress–strain behavior was observed up to at least 60 000 mechanical cycles at 2% strain.

Highly efficient grooved NiTi tube refrigerants for compressive elastocaloric cooling

Elastocaloric (eC) cooling without environmental issues has been a promising substitute for the conventional vapor-compression refrigeration. Commercial superelastic NiTi shape memory alloy tubes show large elastocaloric cooling capacity and ultrahigh fatigue life under cyclic compression but suffer from the limited specific heat transfer area (Aht) and insufficient cooling performance. Up to now, compressive NiTi tube eC refrigerant with Aht larger than 1 m2 Kg−1 has not been available due to the easy buckling problem. In this work, the buckling-free vertically and spirally grooved NiTi tubes (VGT and SGT) with Aht of 1.04 m2 Kg−1 and 1.25 m2 Kg−1 respectively are developed as the compressive eC refrigerants. The VGT and SGT are fabricated by the slow-feeding wire electric discharge machining based on the bared NiTi tubes. Then a compressive eC refrigeration prototype (ERP) is built to experimentally characterize the specific cooling power (SCP) and system temperature span (ΔTspan) of the grooved tubes. Under the regenerative flow configuration, the VGT and SGT achieve large zero-ΔTspanSCP of 2.18 W g−1 and 2.61 W g−1 at the operation frequency (fERP) = 0.5 Hz. Besides, the VGT and SGT produce maximum no-cooling-load ΔTspan of 25.2 K and 27.7 K respectively at fERP = 0.417 Hz. The experimental SCP and ΔTspan exceed most of the reported eC regenerators and there are still rooms for enhancing the cooling results by improving the ERP in future. Overall, the developed VGT and SGT with large Aht records and excellent cooling performance show big potentials of heat transfer structure design in developing highly efficient eC devices.

Efficiency of shape memory alloy seismic restrainers for several conditions of bridge joints

Movement joints are needed in bridges to accommodate longitudinal expansion and contraction. Enough joint width needs to be available to accommodate not only longitudinal expansion but also expected movements of joints during earthquakes. This may result in excessive joint openings. Devices that can dissipate energy have been suggested to reduce joint displacements. Shape memory alloy (SMA) is one of these energy dissipation devices, which is well known for its ability to return to its natural shape after being deformed. Several cases of bridges and different conditions of seismic events are modeled and tested using developed software programs in MATLAB to show the efficiency of using SMA inside bridge joint openings. These models include the case of two adjacent frames with SMA inside them (2–frames), the case of multi–frames with constant hysteretic SMAs between every two of them (N–frames), the case of multi–frames with constant hysteretic SMAs taking the delay of seismic forces between frames into consideration (delay), and the case of variable masses of bridge frames. Also, parametric studies are performed to show the impacts of all parameters of bridge frames and SMA retrofit devices on seismically joint openings. The results show that the superelastic SMA device plays a huge role in controlling bridge opening and enables limiting the joint width of all models during earthquakes with different values reaching 60% in some cases depending on bridge frame properties, ground motion characteristics, and the hysteretic properties of SMA devices.

Research on biomechanical compatibility for a novel artificial anal sphincter with constant force.

Existing artificial anal sphincter studies have shown that biomechanical compatibility problem between artificial anal sphincter and rectum caused by long-term morphological changes of the tissue surrounding the implanted prosthesis can lead to device failure or tissue ischemic necrosis. In this article, a mechanical artificial anal sphincter with constant force clamping is designed based on the superelasticity of shape memory alloys, which improved the biomechanical compatibility of implantable artificial anal sphincter. Firstly, the anatomical structure and the biomechanical properties of the rectum are analyzed to obtain the size parameters and material parameters of the rectal model. Secondly, a novel artificial anal sphincter with constant force is designed to improve the biomechanical compatibility between the artificial sphincter and the rectum. Thirdly, the static analysis of artificial anal sphincter is carried out by finite element analysis. The simulation results show that the artificial anal sphincter can maintain a constant clamping force of 4N within a certain variation range of intestinal tissue thickness, which verifies the constant force characteristic of the artificial anal sphincter. The constant clamping force of the artificial anal sphincter to the rectum is 4N that is greater than the clamping force 3.99 N required to close the rectum, which verifies the effectiveness the artificial anal sphincter. The surface contact stress and the minimum principal stress of the rectum in the clamping state are less than the pressure threshold, which verifies the safety of the artificial anal sphincter. The novel artificial anal sphincter has better biomechanical compatibility and improves the mechanical match between artificial sphincter and intestinal tissue. This study may provide more reasonable and effective simulation data for in vivo experiments of artificial anal sphincter in future, which may provide theoretical and technical support for further research about clinical application of artificial anal sphincter.

A two-scale thermo-mechanically coupled constitutive model for grain size- and rate-dependent deformation of nano-crystalline NiTi shape memory alloy

In this paper, a two-scale thermo-mechanically coupled constitutive model is established to predict the grain size (GS)- and rate-dependent deformation of nano-crystalline super-elastic NiTi shape memory alloy (SMA). At the mesoscopic scale, the polycrystalline representative volume element (RVE) is considered as an aggregation of individual grains. Owing to the relatively large volume fraction (VF) of grain boundary in nano-crystalline NiTi SMA, an individual grain is further considered as a composite containing the grain interior (GI) and grain boundary (GB) phases. For the GI phase, a crystal plasticity-based model accounting for the internal heat generation is developed through the fundamental laws of irreversible thermodynamics. The constraint of GB phase on the martensite transformation in the GI phase is considered by introducing a scaling law between the transformation hardening modulus (THM) and GS. Owing to its un-transformable nature and relatively high yielding stress, the GB phase is assumed to behavior constitutively linear thermo-elasticity. To evaluate the thermo-mechanical interactions among the grains, GI phase and GB phase, and obtain the overall response of the polycrystalline RVE, a double inclusion self-consistent homogenization scheme involving the material nonlinearity and thermo-mechanical coupling effect is developed in an incremental form. At the macroscopic scale, the overall thermo-mechanical responses for the specimen of nano-crystalline NiTi SMA are obtained by solving the equations of force balance, deformation compatibility, and thermodynamic equilibrium through an approximation method. Finally, considering the specific texture measured in experiments, the proposed model is validated by predicting the GS- and rate-dependent deformation of nano-crystalline NiTi SMA sheet. Furthermore, the anisotropic thermo-mechanical responses of the sheet caused by the texture are predicted and discussed.

Constitutive model for superelastic shape memory alloys considering strength and stiffness degradation and residual strain: An empirical approach for engineering applications

In this work, a novel uniaxial multilinear model for superelastic shape memory alloys that considers stiffness and strength degradation, and residual strain is proposed. To develop it, the results of several tensile cyclic tests at both constant and incremental strain amplitudes on 1.4 mm-diameter CuAlBe wires were used. Thus, degradation models were constructed from statistical correlation between the cycle maximum strain and the deterioration of the mechanical properties: strength, stiffness, and residual strain. Results show that the properties degrade exponentially as the cycle maximum strain increases. The model is validated with experimental data from the literature, showing high accuracy in predicting the evolution of residual strain, modulus of elasticity, transformation stresses, dissipated energy, and damping ratio. Furthermore, the proposed methodology shows a good fit when applied to experimental tests with NiTi bars performed by other authors, demonstrating that it can be extended to other alloys with flag-shaped hysteresis. The engineering-oriented model presented, stands out for its simplicity and accuracy in estimating the complex phenomena associated to superelasticity in SMA, even if random loading paths are imposed.

Pre-tensioned SMA cable tests and its application in a novel self-centering viscoelastic damper

The elastic modulus of superelastic NiTi shape memory alloy (SMA) is between normal structural steel and viscoelastic materials. To enhance the initial stiffness and self-centering capability of viscoelastic (VE) dampers, an innovative self-centering high-damping rubber damper (SC-HRD), which is parallel composed of an SMA-cable-controlled self-centering system and a traditional high-damping rubber damper, was proposed and investigated in this study. The influence of initial strain, loading amplitude, and strain rate on the behavior of SMA cables after training and pre-tensioning was also tested for the SC-HRD application. Configuration and working principles of the SC-HRD were subsequently illustrated, followed by numerical studies on the behavior of the novel damper. Parametric analyses were then carried out on several design parameters of the SC-HRD to optimize its mechanical performance. Results show that the initial stiffness and residual self-centering strength of the SMA cables, which are essential for the SC-HRD application, can be enhanced with the increasing initial strain and loading strain rate. Compared with traditional VE dampers, the SC-HRD has better initial stiffness and self-centering capacities. Initial strain and relative area ratio of the pre-tensioned SMA cables in the proposed SC-HRD are suggested to be designed as about 2% and 0.123%, respectively, to achieve appropriate initial stiffness, energy dissipation, and residual deformation of the proposed SC-HRD.

Minimally Invasive Retrofitting of RC Joints with Externally Applied SMA Plate—Adaptive Design Optimisation through Probabilistic Damage Simulation

Beam–column joints are the critical section of many reinforced concrete (RC) structure types in which any failure could lead to the collapse of the entire structure. This paper attempts to employ a superelastic shape memory alloy plate as an innovative and adaptive external strengthening element to rehabilitate existing concrete beam–column joints and enhance the structure’s performance. An experimentally investigated beam–column joint is used as the case study, and it is investigated numerically to validate the effects of an innovative strengthening technique based on shape memory alloys. The results show that the proposed technique could increase the joint’s stiffness and reduce the risk of overall failure. A particular innovation in the proposed method is associated with the novel material itself but also with the fact that the increased potential costs of using special alloys are counteracted by its potential to produce these elements in an optimised industrially produced fastened plate. This fits-all construction product further allows a rapid and minimally invasive strengthening technique. Moreover, to achieve this, the plate is adaptively designed against random critical load combinations through probabilistic damage prediction.