Experimental validation of novel structural control algorithms is a vital step in both developing and building acceptance
for this technology. Small-scale experimental test-beds fulfill an important role in the validation of multiple-degree-offreedom
(MDOF) and distributed semi-active control systems, allowing researchers to test the control algorithms,
communication topologies, and timing-critical aspects of structural control systems that do not require full-scale
specimens. In addition, small-scale building specimens can be useful in combined structural health monitoring (SHM)
and LQG control studies, diminishing safety concerns during experiments by using benchtop-scale rather than largescale
specimens. Development of such small-scale test-beds is hampered by difficulties in actuator construction. In order
to be a useful analog to full-scale structures, actuators for small-scale test-beds should exhibit similar features and
limitations as their full-scale counterparts. In particular, semi-active devices, such as magneto-rheological (MR) fluid
dampers, with limited authority (versus active mass dampers) and nonlinear behavior are difficult to mimic over small
force scales due to issues related to fluid containment and friction. In this study, a novel extraction-type small-force (0-
10 N) MR-fluid damper which exhibits nonlinear hysteresis similar to a full-scale, MR-device is proposed. This actuator
is a key development to enable the function of a small-scale structural control test-bed intended for wireless control
validation studies. Experimental validation of this prototype is conducted using a 3-story scale structure subjected to
simulated single-axis seismic excitation. The actuator affects the structural response commanded by a control computer
that executes an LQG state feedback control law and a modified Bouc-Wen lookup table that was previously developed
for full-scale MR-applications. In addition, damper dynamic limitations are characterized and presented including force
output magnitude and frequency characteristics.
KEYWORDS: Sensors, Control systems, Microcontrollers, Standards development, Analog electronics, Actuators, Feedback control, Control systems design, Computing systems, Wind turbine technology
The introduction of wireless telemetry into the design of monitoring and control systems has been shown to reduce
system costs while simplifying installations. To date, wireless nodes proposed for sensing and actuation in cyberphysical
systems have been designed using microcontrollers with one computational pipeline (i.e., single-core
microcontrollers). While concurrent code execution can be implemented on single-core microcontrollers,
concurrency is emulated by splitting the pipeline’s resources to support multiple threads of code execution. For
many applications, this approach to multi-threading is acceptable in terms of speed and function. However, some
applications such as feedback controls demand deterministic timing of code execution and maximum computational
throughput. For these applications, the adoption of multi-core processor architectures represents one effective
solution. Multi-core microcontrollers have multiple computational pipelines that can execute embedded code in
parallel and can be interrupted independent of one another. In this study, a new wireless platform named Martlet is
introduced with a dual-core microcontroller adopted in its design. The dual-core microcontroller design allows
Martlet to dedicate one core to standard wireless sensor operations while the other core is reserved for embedded
data processing and real-time feedback control law execution. Another distinct feature of Martlet is a standardized
hardware interface that allows specialized daughter boards (termed wing boards) to be interfaced to the Martlet
baseboard. This extensibility opens opportunity to encapsulate specialized sensing and actuation functions in a wing
board without altering the design of Martlet. In addition to describing the design of Martlet, a few example wings
are detailed, along with experiments showing the Martlet’s ability to monitor and control physical systems such as
wind turbines and buildings.
Horizontal-axis wind turbines (HAWTs) are growing in size and popularity for the generation of renewable energy to meet the world’s ever increasing demand. Long-term safety and stability are major concerns related to the construction and use-phase of these structures. Braking and active pitch control are important tools to help maintain safe and stable operation, however variable cross-section control represents another possible tool as well. To properly evaluate the usefulness of this approach, modeling tools capable of representing the dynamic behavior of blades with conformable cross sections are necessary. In this study, a modeling method for representing turbine blades as a series of interconnected spinning finite elements (SPEs) is presented where the aerodynamic properties of individual elements may be altered to represent changes in the cross section due to conformability (e.g., use of a mechanical flap or a “smart” conformable surface). Such a model is expected to be highly valuable in design of control rules for HAWT blades with conformable elements. Sensitivity and stability of the modeling approach are explored.
A study is presented to investigate a magnetostrictive flow sensor for use in a scour monitoring system. Using a thin
Galfenol “whisker” a sensor is constructed to detect the presence of water flow. Due to the desire for the whisker to
respond dynamically rather than with just a quasi-static deflection when in a steady stream of flowing water, two
configurations of the sensor are tested, one in which only the bare whisker is exposed to the water flow and one in which
an unstable airfoil is fixed to the whisker. Three primary conclusions are inferred. First, the study confirms that
Galfenol has the structural properties necessary to create a tactile sensor. Second it has been demonstrated that this
tactile sensor is capable of being sensitive to water flow. Finally, it has been determined that alterations to the geometry
of the whisker, specifically the addition of an unstable airfoil, can create the necessary dynamic response required for
such a sensor.
KEYWORDS: Data modeling, Structural health monitoring, Algorithms, Stochastic processes, Matrices, Systems modeling, System identification, Wind energy, Process modeling, Wind turbine technology
Structural health monitoring (SHM) relies on collection and interrogation of operational data from the monitored
structure. To make this data meaningful, a means of understanding how damage sensitive data features relate to the
physical condition of the structure is required. Model-driven SHM applications achieve this goal through model
updating. This study proposed a novel approach for updating of aero-elastic turbine blade vibrational models for
operational horizontal-axis wind turbines (HAWTs). The proposed approach updates estimates of modal properties for
spinning HAWT blades intended for use in SHM and load estimation of these structures. Spinning structures present
additional challenges for model updating due to spinning effects, dependence of modal properties on rotational velocity,
and gyroscopic effects that lead to complex mode shapes. A cyclo-stationary stochastic-based eigensystem realization
algorithm (ERA) is applied to operational turbine data to identify data-driven modal properties including frequencies and
mode shapes. Model-driven modal properties are derived through modal condensation of spinning finite element models
with variable physical parameters. Complex modes are converted into equivalent real modes through reduction
transformation. Model updating is achieved through use of an adaptive simulated annealing search process, via Modal
Assurance Criterion (MAC) with complex-conjugate modes, to find the physical parameters that best match the
experimentally derived data.
Wind energy is becoming increasingly important worldwide as an alternative renewable energy source. Economical, maintenance and operation are critical issues for large slender dynamic structures, especially for remote offshore wind farms. Health monitoring systems are very promising instruments to assure reliability and good performance of the structure. These sensing and control technologies are typically informed by models based on mechanics or data-driven identification techniques in the time and/or frequency domain. Frequency response functions are popular but are difficult to realize autonomously for structures of higher order and having overlapping frequency content. Instead, time-domain techniques have shown powerful advantages from a practical point of view (e.g. embedded algorithms in wireless-sensor networks), being more suitable to differentiate closely-related modes. Customarily, time-varying effects are often neglected or dismissed to simplify the analysis, but such is not the case for wind loaded structures with spinning multibodies. A more complex scenario is constituted when dealing with both periodic mechanisms responsible for the vibration shaft of the rotor-blade system, and the wind tower substructure interaction. Transformations of the cyclic effects on the vibration data can be applied to isolate inertia quantities different from rotating-generated forces that are typically non-stationary in nature. After applying these transformations, structural identification can be carried out by stationary techniques via data-correlated Eigensystem realizations. In this paper an exploration of a periodic stationary or cyclo-stationary subspace identification technique is presented here by means of a modified Eigensystem Realization Algorithm (ERA) via Stochastic Subspace Identification (SSI) and Linear Parameter Time-Varying (LPTV) techniques. Structural response is assumed under stationary ambient excitation produced by a Gaussian (white) noise assembled in the operative range bandwidth of horizontal-axis wind turbines. ERA-OKID analysis is driven by correlation-function matrices from the stationary ambient response aiming to reduce noise effects. Singular value decomposition (SVD) and eigenvalue analysis are computed in a last stage to get frequencies and mode shapes. Proposed assumptions are carefully weighted to account for the uncertainty of the environment the wind turbines are subjected to. A numerical example is presented based on data acquisition carried out in a BWC XL.1 low power wind turbine device installed in University of California at Davis. Finally, comments and observations are provided on how this subspace realization technique can be extended for modal-parameter identification using exclusively ambient vibration data.
Renewable energy sources like wind are important technologies, useful to alleviate for the current fossil-fuel crisis. Capturing wind energy in a more efficient way has resulted in the emergence of more sophisticated designs of wind turbines, particularly Horizontal-Axis Wind Turbines (HAWTs). To promote efficiency, traditional finite element methods have been widely used to characterize the aerodynamics of these types of multi-body systems and improve their design. Given their aeroelastic behavior, tapered-swept blades offer the potential to optimize energy capture and decrease fatigue loads. Nevertheless, modeling special complex geometries requires huge computational efforts necessitating tradeoffs between faster computation times at lower cost, and reliability and numerical accuracy. Indeed, the computational cost and the numerical effort invested, using traditional FE methods, to reproduce dependable aerodynamics of these complex-shape beams are sometimes prohibitive. A condensed Spinning Finite Element (SFE) method scheme is presented in this study aimed to alleviate this issue by means of modeling wind-turbine rotor blades properly with tapered-swept cross-section variations of arbitrary order via Lagrangian equations. Axial-flexural-torsional coupling is carried out on axial deformation, torsion, in-plane bending and out-of-plane bending using super-convergent elements. In this study, special attention is paid for the case of damped yaw effects, expressed within the described skew-symmetric damped gyroscopic matrix. Dynamics of the model are analyzed by achieving modal analysis with complex-number eigen-frequencies. By means of mass, damped gyroscopic, and stiffness (axial-flexural-torsional coupling) matrix condensation (order reduction), numerical analysis is carried out for several prototypes with different tapered, swept, and curved variation intensities, and for a practical range of spinning velocities at different rotation angles. A convergence study for the resulting natural frequencies is performed to evaluate the dynamic collateral effects of tapered-swept blade profiles in spinning motion using this new model. Stability analysis in boundary conditions of the postulated model is achieved to test the convergence and integrity of the mathematical model. The proposed framework presumes to be particularly suitable to characterize models with complex-shape cross-sections at low computation cost.
Wind energy is an increasingly important component of this nation's renewable energy portfolio, however safe and
economical wind turbine operation is a critical need to ensure continued adoption. Safe operation of wind turbine
structures requires not only information regarding their condition, but their operational environment. Given the difficulty
inherent in SHM processes for wind turbines (damage detection, location, and characterization), some uncertainty in
conditional assessment is expected. Furthermore, given the stochastic nature of the loading on turbine structures, a
probabilistic framework is appropriate to characterize their risk of failure at a given time. Such information will be
invaluable to turbine controllers, allowing them to operate the structures within acceptable risk profiles. This study
explores the characterization of the turbine loading and response envelopes for critical failure modes of the turbine blade
structures. A framework is presented to develop an analytical estimation of the loading environment (including loading
effects) based on the dynamic behavior of the blades. This is influenced by behaviors including along and across-wind
aero-elastic effects, wind shear gradient, tower shadow effects, and centrifugal stiffening effects. The proposed solution
includes methods that are based on modal decomposition of the blades and require frequent updates to the estimated
modal properties to account for the time-varying nature of the turbine and its environment. The estimated demand
statistics are compared to a code-based resistance curve to determine a probabilistic estimate of the risk of blade failure
given the loading environment.
This paper compares the performance of various feature extraction methods applied to structural sensor measurements
acquired in-situ, from a decommissioned bridge under realistic damage scenarios. Three feature extraction methods are
applied to sensor data to generate feature vectors for normal and damaged structure data patterns. The investigated
feature extraction methods include identification of both time domain methods as well as frequency domain methods.
The evaluation of the feature extraction methods is performed by examining distance values among different patterns,
distance values among feature vectors in the same pattern, and pattern recognition success rate. The test data used in the
comparison study are from the System Identification to Monitor Civil Engineering Structures (SIMCES) Z24 Bridge
damage detection tests, a rigorous instrumentation campaign that recorded the dynamic performance of a concrete box-girder
bridge under progressively increasing damage scenarios. A number of progressive damage test case data sets,
including undamaged cases and pier settlement cases (different depths), are used to test the separation of feature vectors
among different patterns and the pattern recognition success rate for different feature extraction methods is reported.
Wind turbine systems are attracting considerable attention due to concerns regarding global energy consumption as
well as sustainability. Advances in wind turbine technology promote the tendency to improve efficiency in the structure
that support and produce this renewable power source, tending toward more slender and larger towers, larger gear boxes,
and larger, lighter blades. The structural design optimization process must account for uncertainties and nonlinear effects
(such as wind-induced vibrations, unmeasured disturbances, and material and geometric variabilities). In this study, a
probabilistic monitoring approach is developed that measures the response of the turbine tower to stochastic loading,
estimates peak demand, and structural resistance (in terms of serviceability). The proposed monitoring system can
provide a real-time estimate of the probability of exceedance of design serviceability conditions based on data collected
in-situ. Special attention is paid to wind and aerodynamic characteristics that are intrinsically present (although
sometimes neglected in health monitoring analysis) and derived from observations or experiments. In particular, little
attention has been devoted to buffeting, usually non-catastrophic but directly impacting the serviceability of the
operating wind turbine. As a result, modal-based analysis methods for the study and derivation of flutter instability, and
buffeting response, have been successfully applied to the assessment of the susceptibility of high-rise slender structures,
including wind turbine towers. A detailed finite element model has been developed to generate data (calibrated to
published experimental and analytical results). Risk assessment is performed for the effects of along wind forces in a
framework of quantitative risk analysis. Both structural resistance and wind load demands were considered probabilistic
with the latter assessed by dynamic analyses.
The continued development of renewable energy resources is for the nation to limit its carbon footprint and to enjoy
independence in energy production. Key to that effort are reliable generators of renewable energy sources that are
economically competitive with legacy sources. In the area of wind energy, a major contributor to the cost of
implementation is large uncertainty regarding the condition of wind turbines in the field due to lack of information about
loading, dynamic response, and fatigue life of the structure expended. Under favorable circumstances, this uncertainty
leads to overly conservative designs and maintenance schedules. Under unfavorable circumstances, it leads to
inadequate maintenance schedules, damage to electrical systems, or even structural failure. Low-cost wireless sensors
can provide more certainty for stakeholders by measuring the dynamic response of the structure to loading, estimating
the fatigue state of the structure, and extracting loading information from the structural response without the need of an
upwind instrumentation tower. This study presents a method for using wireless sensor networks to estimate the spectral
properties of a wind turbine tower loading based on its measured response and some rudimentary knowledge of its
structure. Structural parameters are estimated via model-updating in the frequency domain to produce an identification
of the system. The updated structural model and the measured output spectra are then used to estimate the input spectra.
Laboratory results are presented indicating accurate load characterization.
Recent years have seen growing interest in applying wireless sensing and embedded computing technologies for
structural health monitoring and control. The incorporation of these new technologies greatly reduces system cost by
eliminating expensive lengthy cables, and enables highly flexible system architectures. Previous research has
demonstrated the feasibility of decentralized wireless structural control through numerical simulations and preliminary
laboratory experiments with a three-story structure. This paper describes latest laboratory experiments that are designed
to further evaluate the performance of decentralized wireless structural control using a six-story structure. Commanded
by wireless sensors and controllers, semi-active magnetorheological (MR) dampers are installed between neighboring
floors for applying real-time feedback control forces. Multiple centralized/decentralized feedback control architectures
have been investigated in the experiments, in combination with different sampling frequencies. The experiments offer
valuable insight in applying decentralized wireless control to larger-scale civil structures.
A structural control system consists of sensors, controllers, and actuators integrated in a single network to effectively
mitigate building vibration during external excitations. The costs associated with high-capacity actuators and system
installation are factors impeding the wide spread adoption of structural control technology. Wireless communication can
potentially lower installation costs by eliminating coaxial cables and offer better flexibility and adaptability in the design
of a structural control system. This paper introduces a prototype wireless sensing and control unit that can be
incorporated in a real-time structural control system. Tests are conducted using a 3-story half-scale laboratory structure
instrumented with magnetorheological dampers to validate the feasibility of the wireless structural control system. This
paper also addresses the serious issue of time delay and communication range inherent to wireless technologies.
Numerical simulations using different decentralized structural control strategies are conducted on a 20-story steel
structure controlled by semi-active hydraulic dampers.
In recent years, substantial research has been conducted to advance structural control as a direct means of mitigating the
dynamic response of civil structures. In parallel to these efforts, the structural engineering field is currently exploring
low-cost wireless sensors for use in structural monitoring systems. To reduce the labor and costs associated with
installing extensive lengths of coaxial wires in today's structural control systems, wireless sensors are being considered
as building blocks of future systems. In the proposed system, wireless sensors are designed to perform three major tasks
in the control system; wireless sensors are responsible for the collection of structural response data, calculation of
control forces, and issuing commands to actuators. In this study, a wireless sensor is designed to fulfill these tasks
explicitly. However, the demands of the control system, namely the need to respond in real-time, push the limits of
current wireless sensor technology. The wireless channel can introduce delay in the communication of data between
wireless sensors; in some rare instances, outright data loss can be experienced. Such issues are considered an intricate
part of this feasibility study. A prototype Wireless Structural Sensing and Control (WiSSCon) system is presented
herein. To validate the performance of this prototype system, shaking table experiments are carried out on a half-scale
three story steel structure in which a magnetorheological (MR) damper is installed for real-time control. In comparison
to a cable-based control system installed in the same structure, the performance of the WiSSCon system is shown to be
effective and reliable.
Access to the requested content is limited to institutions that have purchased or subscribe to SPIE eBooks.
You are receiving this notice because your organization may not have SPIE eBooks access.*
*Shibboleth/Open Athens users─please
sign in
to access your institution's subscriptions.
To obtain this item, you may purchase the complete book in print or electronic format on
SPIE.org.
INSTITUTIONAL Select your institution to access the SPIE Digital Library.
PERSONAL Sign in with your SPIE account to access your personal subscriptions or to use specific features such as save to my library, sign up for alerts, save searches, etc.