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DYNAMIC MODELING AND FIELD TESTING OF RAILROAD BRIDGES

In this paper, typical rail bridges on various New Jersey rail lines were reviewed to investigate the impact of the increased railcar weight on the bridges. Based on the field inspections, a number of critical bridges on New Jersey’s rail lines were selected and load-rated based on the current American Railway Engineering and Maintenance-of-Way Association (AREMA) specifications as well as the team analytical studies. Two-Dimensional (2D) dynamic models and field instrumentation and testing were adopted for the more accurate assessment of these bridges and to develop a refined methodology for evaluating and load-rating railroad bridges. The field study included instrumentation and testing under live loads (moving freight and passenger railcars). The steel bridge is simulated as a Bernoulli-Euler beam and the moving train is modeled using rigid-body dynamics method. Modal superposition method is adopted to compute the dynamic interaction of the train-bridge system. The dynamic model was validated with results from the field tests. Using this model, the impact factor for a typical steel plate girder bridge for different speeds of the train was determined. The results show that the present AREMA code has a tendency to overestimate the impact factor for these bridges at normal operating speed.


Listed In: Mechanical Engineering, Other


Impaired foot-force direction regulation during postural-loaded locomotion in individuals post-stroke

In our earlier experiment, we observed intact force-control capabilities in individuals post-stroke during locomotion without postural influence. We sought to better understand the mechanisms underlying the interaction of locomotor and postural control and the role of postural control as an interactive mechanism that might interfere with appropriate foot-force generation. We designed an experiment in which subjects performed biomechanically-controlled locomotion, under posturally challenged pedaling while generating force outputs comparable to pedaling without postural challenge, thus allowing us to monitor the different strategies by the nervous system when postural conditions were manipulated. We hypothesized that with postural influence, individuals post-stroke will generate inappropriate shear forces accompanied by inappropriate coupling of muscle activity, and will be exaggerated with increased postural loading. Methods: Post-stroke (n=11) and non-impaired (n=5) individuals pedaled on a cycle ergometer under (1)seated, and (2)non-seated postural-loaded conditions, generating matched pedal normal force, with the motor-driven crank moving at 40rpm. Forces and EMG were recorded and analyzed offline. Results: During seated pedaling, we observed comparable shear pedal forces in both groups. During non-seated postural-loaded pedaling, we observed greater forward-directed shear forces in individuals post-stroke, but not in controls, which were exaggerated with increased postural loading. With postural influence, individuals post-stroke showed increased SOL and RF activities, whereas, in non-impaired controls we observed decreased VM, RF and BF activity. Conclusion: Reduced force-control capabilities during locomotion only when postural mechanisms were involved, suggests impaired interaction between locomotion and posture in the post-stroke nervous system. This inability to regulate postural loads may compromise the ability to adapt and react to changes in environmental conditions during walking, and could result in slips and falls.


Listed In: Neuroscience, Other


Quantifying stair gait stability and plantar pressure in an aging community, with modifications to insoles and lighting

Introduction: Stair gait is an activity performed daily. Inherently falls during stair gait continue to be a concern especially for older adults 65 years +. Recently falls have become the most common cause of injury-related deaths in individuals over the age of 75 y.o. Stair descent falls account for 75% of stair falls and also present a greater injury severity. Poor shoes or insoles and lighting condition can contribute to an increased risk of falls during stair locomotion. Stability can be measured using the COM-BOS ‘stability margin’ relationship. Center of pressure (COP), another stability measure,can be calculated from a multi-axis force-plate system. As well, plantar pressure is an important indicator of gait pattern efficiency. Aim: To identify aspects of stair gait that increase the risk of falls. By measuring the COM-BOS ‘stability margin’, the COP and plantar pressure patterns of individuals during stair gait, while modifying insoles and lighting. Methods: Young and older adults will ascend and descend a 4 level staircase, with two imbedded AMTI-force platforms in varying lighting condition (low, normal). Participants will be fitted with standardized footwear with Medi-logic insoles placed under varying hardnesses of insoles. An Optotrak motion capture system will record 12 IRED markers placed on the individual to determine the COM trajectory and BOS of location. Hypothesis: Partipants should demonstrate a greater lateral displacement in the single support phase during dim lighting as opposed to normal lighting. The stability of older adults will be compromised with alteration to the insoles (soft and hard).


Listed In: Biomechanics, Gait, Other


Load Rating and Evaluation of Railroad Bridges Based on Non-Destructive Testing and Finite Element Modeling

The Federal Rail Association (FRA) mandated an increase in freight railcar weight limits from 1170 kN (263,000 lb) to 1272 kN (286,000 lb). However, most of the railway bridges were built prior to World War II and are not designed to handle this increased railcar weight. Thus, there is a need for accurate and efficient methods to evaluate and load rate existing bridges that will reveal their actual capacities. In this study, the research approach adopted is aimed at providing an efficient method to load rate railway bridges. Three load rating methods were utilized and compared: (1) traditional method based on American Railway Engineering and Maintenance-of-Way Association (AREMA) specifications, (2) refined traditional method using data from field tests, and (3) load rating using testing data and finite element (FE) modeling. Various types of bridges were field tested and evaluated. Results from a typical railway bridge will be used to demonstrate and compare each one of the three load rating methods. For this bridge, non-destructive testing was performed. The collected responses were used to improve the traditional method and calibrate a 3-D FE model. The rating results indicated that method (1) can be relatively conservative and does not reflect the actual behavior of the structure while method (3) provided accurate results it was more tedious. It is suggested that the refined traditional method (2) be used since it provided similar accurate rating results without developing a detailed FE model.
Listed In: Mechanical Engineering, Other


Does risk-sensitivity transfer across movements?

An intriguing finding in motor control studies is the marked effect of risk on movement decision making. However, there are inconsistent reports of risk-sensitivity across different movements and tasks, with both risk-seeking and risk-averse behavior observed. This raises the question of whether risk-sensitivity in movement decision making is context-dependent and specific to the movement or task being performed. Here, we investigated whether risk-sensitivity transfers between dissimilar movements within a single task. Healthy young adults made arm-reaching or whole-body leaning movements to move a cursor as close to the edge of a virtual cliff as possible without moving beyond the edge. They received points based on the cursor’s final proximity to the cliff edge. Risk was manipulated by increasing the point penalty associated with the cliff region and/or adding Gaussian noise to the cursor. We compared subjects’ movement endpoints to endpoints predicted by a subject-specific, risk-neutral movement planner. Increasing risk revealed that subjects adopted a risk-seeking strategy in both movements. However, subjects were more risk-seeking in whole-body movements and tended to move closer to the cliff than the model predicted (p<0.05). These results present the first evidence of risk-sensitivity in whole-body movements. They also demonstrate that the direction of risk-sensitivity may transfer between dissimilar movements, although degree of risk-sensitivity does not necessarily transfer. This finding has important implications for the ability of quantitative descriptions of decision making to generalize across movements and, ultimately, decision-making contexts.
Listed In: Biomechanics, Posturography, Other


Automated Detection of Fatigue Cracks Using Guided Waves

Guided wave structural health monitoring (SHM) is being considered to assess the integrity of plate-like structures for many applications. Prior research has investigated how guided wave propagation is affected by applied loads, which induce anisotropic changes in both dimensions and phase velocity. In addition, it is well-known that applied tensile loads open fatigue cracks and thus enhance their detectability using ultrasonic methods. Here we describe load-differential methods in which signals recorded from different loads at the same damage state are compared without using previously obtained damage-free data. Changes in delay-and-sum images are considered as a function of differential loads and damage state. Load-differential features are extracted from these images that capture the effects of loading as fatigue cracks are opened. Damage detection thresholds are adaptively set based upon the load-differential behavior of the various features, which enables implementation of an automated fatigue crack detection process. The efficacy of the proposed approach is examined using data from a fatigue test performed on an aluminum plate specimen that is instrumented with a sparse array of surface-mounted ultrasonic guided wave transducers.


Listed In: Mechanical Engineering, Other


Influence of Handrail Use on Stair Walking Stability in Trans-Tibial Amputees

The ability to walk on stairs is an important skill, as stairs belong to the typical obstacles that can be widely found in most every environment. Various disabilities are known to reduce the stair walking efficiency in patients, which not only limits their range of mobility, but can also become a safety issue due to the high injury probability of stair accidents. Accordingly, the biomechanics of stair ascent and descent have been investigated to great extent. Previous studies that were conducted on different populations, including elderly people, patients having undergone ACL reconstruction, and amputees used force plates that were integrated in one or more steps of the stairs. This setup reduced the number of steps available for evaluation and limited information on step-to-step variability, a variable that indicates walking stability. Artificial limbs offer the opportunity to install sensors to directly measure forces and moments in the weight bearing structure of the locomotor apparatus, which allows continuous data collection over entire flights of stairs. This poster presents preliminary findings on stair walking kinetics in trans-tibial amputees, as part of a larger, ongoing study of lower extremity kinetics of amputee gait
Listed In: Biomechanics, Gait, Orthopedic Research, Other


In-Situ Measurements Within Mobile Bed Layers with &quot;Electronic Pebbles&quot;

In-situ measurements of the mobile bed layer are now possible with new state-of-the-art micro-electronic machines (MEMs). These electronic pebbles (ePebbles) are 2.8x1.5x1.4 cm and are equipped with 2 tri-axial accelerometers, battery, and wireless transmitter. The plastic enclosure is comparable in size to coarse gravel. The size and density was chosen based on mobility criteria for small-scale flumes. We are testing the ePebbles in a laboratory wave facility to explore the incipient motion of a sediment bed and relate it to the combination of shear stress and pressure gradients that act on exposed particles. We hope experiments with these devices will provide significant insight into incipient motion and sediment transport under free-stream and oscillatory flow fields in the nearshore environment.
Listed In: Other


Using Multi-Axis Magnetometers for Magnet Localization

From spinal cord injuries to amyotrophic lateral sclerosis (ALS), there are a number of unfortunate ways that someone may become quadriplegic. One of the most difficult results of this life changing event is the reduced independence and reduced control over basic aspects of their environment. Therefore, the aim of this research was to create a 3-D tongue tracker with millimeter precision that can serve as an assistive technology for improved control and autonomy. This poster presents the details on the development and verification of the tongue tracking algorithm. The algorithm's foundations are in the numerical methods, where an error function is defined and minimized over to determine the position and orientation of the source magnet. The error function includes coefficients that must be determined beforehand from a thorough calibration procedure. The necessary hardware is a 3-axis robotic arm interfaced with four multi-axis magnetosensors to match the position of the magnet with the measured fields. This allows for both precise calibration and verification of the accuracy of the tracking algorithm.
Listed In: Other


Ultra-low Power Wireless Strain Sensor

This paper presents an ultra-low power wireless strain sensor consuming about 9 mW. To achieve such a low power operation, a voltage-controlled oscillator (VCO) is utilized to convert the direct-current (DC) strain signal to a high frequency oscillatory signal. This oscillatory signal is then transmitted using an unpowered wireless transponder (Huang et al. 2011). A photocell based energy harvester was developed to power the wireless strain sensor. The energy harvested from a flash light placed at 65 cm away is sufficient to power the wireless strain sensor continuously. The implementation of the wireless strain sensor and its characterization are presented.


Listed In: Mechanical Engineering, Other