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2025 - 2026
W
Wind Eng.

Carlos Lázaro

Guillermo Martínez-López

Roland Wüchner

Camila Aldereguia Sanchez

Luca Roncallo

Giuseppe Piccardo

+1 more

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2025 - 2026
W
Wind Eng.

Flutter Mitigation with Distortionable Bridge Decks

ERIES-DisDeck

Wind loads
Aerodynamic forces
Idealized model

Dataset Description

This dataset documents an experimental investigation of a novel aeroelastic flutter mitigation concept for long-span bridges, conducted at the Giovanni Solari Wind Tunnel (University of Genoa, Italy). The concept is intended for twin-box bridge decks and involves a controlled distortion of the cross-section through the implementation of a bar-and-spring mechanism. This system introduces an additional degree of freedom (DOF) to the bridge cross-section, herein referred to as distortion, which complements the conventional heave and pitch motions typically considered in bridge flutter analyses.

Preliminary analytical and numerical studies estimate an increase of 40-50% in the critical wind speed, showing the potential of the strategy, but these results require an experimental validation. Two example bridge cross-sections are selected to carry out free-vibration tests in the wind tunnel. The objective is twofold: first, to assess the effectiveness of the proposed flutter mitigation strategy, and second, to provide valuable experimental aeroelastic data for the validation of future computational studies.

bridge deck
flutter
aeroelasticity
flexible cross-section
distortion
free-vibration test

Specimens

1. Rigid deck, section A

2

Two aerodynamic deck boxes made of carbon fiber were manufactured according to the geometry shown in the attached figure, labelled "section A". The spanwise length of the model extends across the full width of the wind tunnel (1.7 m). At both ends, the boxes are connected to a rigid end plate that ensures they both move as a single rigid body. Additionally, the two boxes were connected at the middle of their span with a single carbon fiber piece to ensure span-wise rigidity. A squared extension protrudes from the center of each lateral plate through the sidewalls of the wind tunnel, providing the connection between the aerodynamic model and the external elastic support system.

The elastic rig consists of a horizontal rigid bar connected to two pairs of springs on each side of the wind tunnel. The overall vertical stiffness of the system, associated with the bending mode, is governed by the combined stiffness of the springs, while the torsional stiffness is controlled by their distance to the center of the deck.

Additional masses were attached to the external support bars in order to tune the dynamic properties of the system, resulting in a total mass of 15.5 kg and a mass moment of inertia of 0.85 kg·m². This configuration yielded a bending natural frequency of 1.68 Hz and a torsional natural frequency of 2.61 Hz.

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1. Direct flutter identification

The model was allowed to vibrate freely without any prescribed initial excitation using nine different wind tunnel fan frequencies (5, 10.5, 15, 20, 25, 26, 27, 27.5 and 28 Hz), increasing the resolution in the vicinity of the potential critical speed. The frequencies are labelled in the dataset as "f050", "f105" etc., with the values expressed in deci-hertzs to avoid the use of decimal points in the file naming convention. The corresponding wind speed time series were recorded by a Cobra probe located above of the testing section and stored under the labels "ucob" (along-wind), "vcob" (horizontal cross-wind) and "wcob" (vertical), while the average along-wind speed was also recorded by a Pitot tube ("Upit"). For each case, the response was recorded once steady-state conditions were reached, following each change in flow velocity, over 70 s intervals at a sampling frequency of 2000 Hz (fs_Hz).

The displacements were measured by three laser sensors measuring in millimeters, all of them located outside of the wind tunnel, where the support rig was placed. One laser pointed to the center of rotation of the deck on the right side of the wind tunnel ("laser_center"). The other two pointed to the support beam on the left side of the wind tunnel, one placed upstream ("laser_upstr") and downstream ("laser_downstr") of the center of rotation to allow the calculation of the model's rotation. The distance between the lasers and the center of rotation is stored in mm under the name "Arm_laser_mm".

Additionally, other quantities are stored in the dataset: "Temp" represents the average temperature of the air during the measurement in degrees Celsius, "rho" is the density of the air and "alpha" is the angle of attack of the bridge without wind (that is, before the measurement started). Unless said otherwise, all stored data uses SI units.

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Instrumentation

The wind tunnel's reference velocity is recorded using a Pitot-static tube, positioned 20 cm below the ceiling of the test chamber, upstream of the tested cross-section.

Additionally, a multi-hole (Cobra probe) located next to the Pitot tube was used to sample high frequency multi-directional wind speed data. With a linear frequency response ranging from 0 Hz to over 2 kHz, this sensor operates effectively within a velocity range of 2 m/s to 100 m/s. In particular, the described tests use a sampling frequency of 2000 Hz.

Finally, 3 laser sensors with a measuring range of 5 cm were used to record the displacements of the model. The sample frequency was also 2000 Hz.

2. Prescribed disturbance (flutter derivatives)

A separate set of measurements, obtained by imposing a prescribed initial displacement, was performed for the identification of the deck flutter derivatives (i.e., free-vibration tests). In this case, the wind tunnel fan frequencies used (2.5, 5.5, 9, 12, 14.5, 17, 19.5, 22, 25, 26, 27 and 27.5 Hz) are distributed homogeneously to describe the derivatives along all the domain. Since most oscillations are damped quickly, the recording time was reduced to 15 s. The rest of the parameters, including the location of the lasers, remain the same as in "Experiment 1: Direct flutter identification".

For each wind tunnel fan frequency, 3 different initial conditions were imposed: a bending vertical displacement (applied through a string attached to the center of the model), a torsional rotation (applied manually to the support bars at one of the sides of the wind tunnel) and a combined motion (applied through a string attached to the downstream box in the middle of the span). Each measurement was repeated 5 times (labelled "rep1", "rep2" etc.) to assess experimental repeatability and ensure result consistency.

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Instrumentation

Same as "Experiment 1".

2. Rigid deck, section B

2

The experiments carried out for Specimen 1, were repeated here with the only modification being the cross-sectional geometry (see attached image). The physical model allowed the detachment of the deck edges to enable the testing of different nose and tail shapes. In this configuration, these components were inverted to form a flat surface at the top of the box and a downward slope at the bottom of the deck. This modified geometry was labelled "section B".

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1. Direct flutter identification

The setup of this experiment is identical to "Experiment 1" of "Specimen 1", with the only difference being the cross-section geometry. Additionally, the last five fan frequencies were substituted by 22, 23, 24, 24.5 and 25 Hz, since the critical wind speed was lower in this case.

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Instrumentation

Same as "Experiment 1" of "Specimen 1".

2. Prescribed disturbance (flutter derivatives)

The setup of this experiment is identical to "Experiment 2" of "Specimen 1", with the only difference being the cross-section geometry. Additionally, the last four fan frequencies were substituted by 23, 24 and 24.5 Hz, since the critical wind speed was lower in this case.

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Instrumentation

Same as "Experiment 1" of "Specimen 1".

3. Flexible deck, section A, mass config. 1

2

For this specimen, the geometry of section A (described in "Specimen 1") was used.

To enable cross-sectional distortion, the initial rigid configuration was modified by separating the two deck boxes and attaching each of them to an independent end plate (see attached figures). Each box was then connected to its own elastic support system located outside the wind tunnel, allowing them to behave as independent structural components, effectively simulating two parallel decks. The distance between the rotation centers of each box was recorded in the dataset in millimeters under the name "Dist_CentoRot_mm".

Additional masses were attached at each end of the support beams, result in a total mass of 15.5 kg and a mass moment of inertia of 0.358 kg·m², corresponding to global bending and torsional natural frequencies of 2.17 Hz and 2.58 Hz, respectively. It should be noted that all frequencies reported refer to the global natural frequencies of the deck, i.e. assuming both boxes to be rigidly connected and acting as a single rigid body. When different spring configurations were subsequently applied, the vibration modes and their corresponding natural frequencies shifted accordingly, but they can be calculated from the rigid body data.

The two decks were interconnected near their ends by means of pairs of rigid bars with hinged connections (see attached images). This arrangement enforced identical rotational motion of the boxes while allowing relative vertical displacement, thus enabling distortion of the inner cell. In addition, multiple connection points were distributed along the span to accommodate different configurations of springs. Finally, a rigid connection was also designed to substitute the flexible ones, allowing the testing of a completely rigid deck with the same structural parameters of its flexible counterparts.

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1. Direct flutter identification

The same measurements described in the "Experiment 1" of "Specimen 1" were carried out, with several modifications to adapt to the new flexible model.

First, the displacement of the deck was measured using laser sensors at five different locations. On the left side of the wind tunnel, the three original laser sensors used in "Specimen 1" and "Specimen 2" were placed at different locations of the support beams. Two sensors ("laser_upstr_A" and "laser_downstr_A") were placed symmetrically on the upwind box (labelled as box "A") at equal distances ("Arm_laser_mm") from its center of rotation. Another sensor ("laser_downstr_B") was positioned with the same offset on the downwind box (labelled as box "B"). On the opposite side of the wind tunnel, the vertical displacements at the centers of rotation of each box were recorded using four additional laser sensors with a reduced measuring range (i.e., 2.5 cm). Since the expected oscillations exceeded the range of the available lasers, two laser sensors were used for each measurement. For the upstream box, one laser was pointed to the center of rotation from above ("laser_center_upA"), while the second pointed to the center from below ("laser_center_downA"). The ranges of each laser were carefully calibrated so the deck remained within the operating range of at least one of the two sensors at all times, effectively extending the measurable displacement range. The final signal can then be re-constructed in post-processing steps. Analogously, the location of the center of the downstream box was recorded using two additional sensors ("laser_center_upB" and "laser_center_downB").

Second, the experiments were repeated not only for different wind speeds, but also for different combinations of connections between the boxes, ensuring different degrees of flexibility of the cross-section. A first test was carried out using rigid connections between the boxes, representing a value of the distortional stiffness of infinity ("Kdinf"). Then, a second test was done with only two hinged bar connections, providing the necessary kinematic constraint but no rigidity of the inner cell ("Kd0"). Finally, different different combinations of spring connections were added. Each spring connection was composed by two springs closing the inner cell diagonally (see image). Arranging a different number of spring connections, and using springs of different stiffness, it was possible to vary the value of the distortional stiffness “Kd”. The relation between the stiffness of the springs and the resulting value of "Kd" can be found in previous publications from the authors (https://doi.org/10.1016/j.awe.2026.100105). Using springs with a stiffness of 14 N/m, the model was equipped with 2 and 4 elastic connections, corresponding to the values "Kd0.095" and "Kd0.19", respectively. Then, 1, 2, 3 and 4 connections with springs of stiffness 280 N/m were tested ("Kd0.95", "Kd1.9", "Kd2.85" and "Kd3.8").

Since each combination of springs change the critical wind speed of the deck, the input fan frequencies and corresponding wind speeds vary from case to case. They are labelled "f123", were "123" is the frequency of the rotor in dHz, as explained in "Experiment 1" of "Specimen 1".

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Instrumentation

In addition to the instrumentation described in "Experiment 1" of "Specimen 1", 4 new laser sensors with a measuring range of 2.5 cm and a sampling frequency of 2000 Hz were used to record the vertical displacement of the rotation centers of each box.

2. Prescribed disturbance (flutter derivatives)

A different set of recordings imposing a certain initial displacement was made to calculate the flutter derivatives from the deck (free-vibration tests). Contrary to "Experiment 1" of this same specimen, the process was done for a single value of the distortional stiffness of the inner cell ("Kd0"), corresponding to the configuration with no spring connections at all.

As in "Specimen 1", "Experiment 2", the recording time was reduced to 15 s and the wind tunnel fan frequencies used were distributed homogeneously to describe the derivatives along all the domain, but they can also vary depending on the critical wind speed of the analyzed configuration. However, the laser configuration was kept the same as in "Specimen 3", "Experiment 1", in order to capture the distortion of the model and calculate the associated derivatives.

Once again, for each wind tunnel fan frequency, 3 different initial conditions were imposed, but they differ from the ones introduced in "Specimen 1". First, a bending vertical displacement (applied through a string attached to the center of the model). Second, a torsional rotation (applied through a string attached to the rotation axis of one box at the center of the span). Finally, the distortional mode was directly excited using an external shaker. In this case, one of the outer horizontal support bars was connected to the actuator via a string, and the excitation frequency was tuned to match the distortional natural frequency. Once the desired vibration amplitude was achieved, the string was cut by burning it, allowing the system to evolve freely under the imposed wind conditions. Each measurement was repeated 5 times (labelled "rep1", "rep2" etc.) to assess repeatability and ensure result consistency.

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Instrumentation

The same sensors described in "Experiment 1" of the present specimen were also used for this experiment.

Moreover, an external shaker of dimmable amplitude and frequency (see attached image) was used to excite the model at its distortional natural frequency.

4. Flexible deck, section A, mass config. 2

2

This specimen is analogous to "Specimen 3", with only a variation in the additional masses of the model. This alternative setup was obtained by removing the additional mass located on the inner side of each box, leading to a total mass of 13.8 kg and a moment of inertia of 0.349 kg·m², which resulted in slightly higher natural frequencies of 2.29 Hz in bending and 2.61 Hz in torsion.

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1. Direct flutter identification

The setup of this experiment is similar to "Experiment 1" of "Specimen 3", with the only difference being the alternative mass distribution described above.

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Instrumentation

Same as "Experiment 1" of "Specimen 3".

2. Prescribed disturbance (flutter derivatives)

The setup of this experiment is identical to "Experiment 2" of "Specimen 3", but with a different mass distribution, as already described. Moreover, the current tests were carried out with a different connection configuration ("Kd1.9"), corresponding to 2 crosses of springs (of stiffness 280 N/m). This setup provides additional variability for the estimation of the flutter derivatives.

Additionally, the external shaker was not used for this experiment, since it was not possible to accurately capture the distortional mode of the model. A second torsional excitation was applied, connecting the string at the edge of one of the boxes instead of the rotation axis.

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Instrumentation

Same as "Experiment 1" of "Specimen 3".

5. Detached boxes, section A, mass config. 1

1

Finally, several tests were carried out removing all the connections between the boxes, including the rigid bars imposing the kinematic constrains. That implies that each of the boxes could displace and rotate completely independent on the other. This tests were deemed necessary to locate the center of mass of each box and the shift with respect to the center of rotation.

Apart from the removal of the connections between the boxes, the setup remains the same as in "Specimen 3", using the section A and the mass configuration described there.

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1. Dynamic identification

All the measurements carried out with this specimen were done without any wind speed, since the objective was to obtain more data about the structural properties of each box. First, the upstream box ("BoxA") was excited with 1/2 prescribed bending displacements and the process was repeated with a torsional disturbance. Each measurement only lasted 7 s, since it is enough to record the free-vibration of the box for a few seconds. Although both boxes are symmetric, the measurements were also carried out for the downstream box ("BoxB") to reduce the uncertainty of the results.

Since each box was tested individually, the laser sensors were moved between measurements. In each experiment, the excited box was instrumented with two wide-range lasers located at a distance "Arm_laser_mm" upstream and downstream from the center of rotation ("laser_upstr" and "laser_downstr", respectively). On the opposite side of the wind tunnel, two short-range laser sensors were placed above and below the center of rotation ("laser_center_up" and "laser_center_down", respectively), as already described in "Experiment 1" of "Specimen 3".

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Instrumentation

Same as "Experiment 1" of "Specimen 3".

6. Detached boxes, section A, mass config. 2

1

This final specimen is analogous to "Specimen 5", but adopts the mass configuration described in "Specimen 4".

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1. Dynamic identification

This experiment is identical to "Experiment 1" of "Specimen 5", but uses the second mass configuration described in "Specimen 4".

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Instrumentation

Same as "Experiment 1" of "Specimen 3".

Dataset in Public Repository

DOI

10.5281/zenodo.20377039

Publication Date

31 May 2026, 16:41

Project Metadata

Rights

Creative Commons Attribution 4.0 International.

CC BY 4.0

CC BY 4.0

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