Mechanical Engineering

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


Predictions of Vertebral Strength using QCT and Intra-Vertebral Heterogeneity in Density vs. DXA

Trabecular bone is highly non-uniform throughout the vertebra. This intra-vertebral heterogeneity has often been proposed as a main reason why average measures of bone mineral density (BMD) explain only ~60% of the variance in vertebral strength. The goal of this study was to determine the influence of the intra-vertebral heterogeneity in density on strength predictions. Thirty-one fresh-frozen, human, L1 functional spine units were scanned via quantitative computed tomography (QCT) and then compressed to failure to measure the ultimate force. Heterogeneity was quantified using the inter-quartile range (IQR) of the BMD values for 5mm cubes distributed throughout the centrum. Average BMD (vBMD) and cross-sectional area (CSA) were calculated for the largest elliptical cylinder that fits within the vertebra. The images were also used to calculate areal BMD (aBMD) simulating DXA, and axial rigidity (EA; the resistance to axial loading). Linear regressions were used to determine the dependence of ultimate force on: 1) vBMD*CSA; 2) vBMD*CSA and IQR; 3) aBMD; 4) EA, and to rank the different models. Accounting for intra-vertebral heterogeneity in density in addition to mean density significantly improved strength predictions. Including IQR in addition to vBMD*CSA in the regression model improved the R2 value from 0.43 to 0.58 (p<0.002), resulting in the best regression model. Model 3 was inferior to model 2, and model 4 was not significant. These findings show that non-invasive assessments of the intra-vertebral heterogeneity in density improve predictions of vertebral strength compared to current clinical standards that use only average BMD from QCT or DXA.


Listed In: Biomechanical Engineering, Biomechanics, Mechanical Engineering


Mechanical Behavior and Failure of Scaffold Free Tissue Engineered Cartilage

Articular cartilage covers the articulating bones within synovial joints. It provides a bearing surface with low friction and wear properties. Although cartilage can function effectively for decades, it has limited ability to repair itself. Damage to articular cartilage is linked to degenerative diseases like Osteoarthritis (OA), which is a leading cause of disability in the United States. While severe cases of OA may be treated with a total joint replacement, tissue engineered (TE) cartilage is now emerging as a potential alternative treatment. TE constructs must function in the highly loaded environment of diarthrodial joints for many years. We have been investigating the mechanical behavior of tissue-engineered cartilage under combined compression and shear. Previous studies showed failure of TE cartilage under combined cyclic shear and static compressive loads, while native cartilage remained intact. Subsequent investigations identified a cell rich (matrix deficient) region in the middle layer of TE cartilage, which is sandwiched between matrix rich outer layers with lower cellularity. The objectives of this study are to determine the mechanical behavior of TE articular cartilage throughout its depth under static compressive and shear deformation. Failure under shear deformation, and the relationship between failure and the previously identified matrix deficient and matrix rich regions are of particular interest.


Listed In: Biomechanical Engineering, Biomechanics, Mechanical Engineering


Optimization and design modeling for continuous roll compaction granulation

In granulation processes, the mechanical properties of the powder being processed are very influential on the characteristics of the end product. For this reason the modified Drucker-Prager/Cap model parameters of Micro-crystalline cellulose (MCC), a commonly used pharmaceutical excipient was determined. In particular, the influence of particle size of MCC on the DPC parameters was studied. In this study three grades of MCC (MCC 101, MCC102 & MCC200) were studied. It was found that the compaction properties were insensitive the particle size of MCC.


Listed In: Mechanical Engineering


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


A Phenomenological Human Energy Expenditure Model in Joint Space

Humans act as transducers that transform chemical energy from food, water, and air into mechanical work and the thermal energy of heat loss. Although this energy expenditure can be experimentally measured, methods of predicting energy expenditure have not been broadly studied. This work introduces a new formulation of metabolic energy consumption based on muscle physiology and the equations of motion for the human body. Kinematic and kinetic data from a gait experiment and an over-arm throwing simulation are used to illustrate and validate this new model. The results extend the capabilities of dynamic human modeling to include metabolic energy prediction in general tasks. This novel formulation is useful for the investigation of human performance with applications in physical therapy, rehabilitation, and sports.


Listed In: Biomechanical Engineering, Biomechanics, Gait, Mechanical Engineering, Sports Science


Estimation of Guided Wave Scattering Matrices from Spatially Distributed Transducer Arrays

Guided waves are being considered as a tool for detection of defects in plate-like structures for aerospace, civil and mechanical applications, to a large degree because of their ability to travel relatively long distances with low attenuation. When a guided wave encounters a defect, a scattered field is generated that is related to the characteristics of the defect. The far field scattering behavior can be described by a scattering matrix, which describes the amplitude and phase of the scattered signal as a function of the incident and scattered angles. Because of the mode and frequency dependence of guided waves interacting with defects, the scattering matrix is typically defined for specific guided wave modes (incident and scattered) at a designated frequency. Prior work has utilized finite element modeling or wave field scanning to estimate scattering matrices either numerically or experimentally, which may be inconvenient because of computational or experimental issues. Here we propose a methodology to estimate a scattering matrix based on limited experimental data recorded from a spatially distributed transducer array. Baseline subtraction is first used to obtain changes in received signals resulting from the introduction of the scatterer. The differenced signals are then processed to provide a limited number of scattering matrix data points corresponding to incident and scattered angles for specific transducer pairs. The radial basis function interpolation is applied to these points to estimate the scattering matrix. Result from a glued-on steel file is presented to evaluate the efficacy of the proposed method. The method is also applicable to the fatigue cracks caused by loads.


Listed In: Mechanical Engineering


Directed Injection of Vertebroplastic Cement at the Site of a Lytic Metastatic Lesion Restores Strength with Minimum Injection Volume

While Vertebroplasty (VP) has existed for years, most studies address osteoporotic fracture due to diffuse, low energy failure of the vertical trabeculae. Neoplastic vertebral disruption promotes focal lysis of vertical and horizontal trabeculae, often with pedicle involvement. VP used for metastases increases complication rates. Restoration of axial strength in metastatic disease is not well characterized. 32 specimens were harvested from 6 cadavers (T5-S1, age 74±14, BMD 0.7±0.2). Each consisted of one full vertebra and 2 adjacent hemi-vertebrae. Lytic lesions with peripedicular cortical disruption were created and filled with adipose tissue to simulate tumor bulk. Specimens were randomly distributed between 3 groups: lesion alone (control), standard VP, and directed peripedicular augmentation. Specimens then underwent unconstrained compression using a material-testing machine and an embedded bilateral cable system passing through the approximate center of rotation. Linear and angular body collapse, PMMA injection volume and vertebral body volume were measured. Height reduction was significantly higher in the anterior body (p=0.003). Mean height loss was least for the group with directed VP. Directed VP demonstrated the least increase in kyphosis. Average injected cement volume for the directed VP was 49% less than the standard VP (p<0.0005). Percent body fill was lower for directed than for standard VP. VP significantly increased normalized failure stress (p=0.04). An optimum threshold cement injection volume may exist, at which vertebral body strength is improved with minimum cement volume. Fixation by directed VP can achieve similar augmentation to standard VP with an anterior fill, while requiring half the cement injection volume.
Listed In: Biomechanical Engineering, Biomechanics, Mechanical Engineering, Orthopedic Research


Differences in internal-external rotational knee joint moments between ACL deficient and healthy subjects.

Impairment of the anterior cruciate ligament (ACL) is a common injury causing rotational instability of the knee joint. It is difficult to directly evaluate ACL-deficient patients in internal/external rotations due to risk of further injury. The aim of this study was to evaluate standing target matching’s ability to challenge ACL-deficient patients in internal/external rotational moments. We hypothesized ACL injured subjects would exhibit larger external rotation moments during knee extension when compared to healthy subjects. Ten subjects participated in this study; four (2 males, 2 females) had no history of knee injury and six (3 males, 3 females) sustained ACL rupture within 6 months prior to testing. All subjects were regular participants (> 50 hrs/year) in level I and II sports. Standing target matching required subjects to position the cursor on a target consisting of two concentric circles using anterior/posterior and medial/lateral shear forces and internal/external rotation moments. The limb controlling the cursor was coined the mobilizer. The limb not controlling the cursor but still maintaining stability for the subject was coined the stabilizer. External rotation, negative transverse knee moment, of the stabilizing limb during knee extension was observed to be higher in ACL-d subjects when compared to healthy subjects. We believe that the standing target matching protocol is effectively challenging ACL deficient subjects in internal and external rotations in a safe manner. The ACL deficient limb is exhibiting higher external rotation moments during knee extension as a preventative measure in the absence of the passive restraint provided by the ACL.


Listed In: Biomechanical Engineering, Biomechanics, Mechanical Engineering


Wear of Self Mating Pairs of Unfilled and Carbon Fiber Reinforced PEEK for Spinal Applications

INTRODUCTION: Articulating metallic implants have a detrimental influence on medical imaging. Polyetheretherketone (PEEK) is already used as a structural implant material in the spine, has the stiffness to provide a stable implant-bone interface and is suitably radiolucent. The purpose of the present study is to further examine the pin-on-plate wear of various PEEK-PEEK pairings and the effects of varied lubricant properties, reinforcement orientation, and pin contact radii. METHODS: Wear testing of self mating unfilled PEEK Optima (OPT) and carbon fiber reinforced (CFR) PEEK provided by Invibio Ltd. was performed using a six station OrthoPOD™ pin on disc apparatus (AMTI). A crossing path motion was achieved with a pin rotation of 87° and oscillation of the plate resulting in a stroke length of 17 mm applied at a frequency of 1 Hz. Two lubricant protein concentrations were used; 12 g/L, and 6 g/L. RESULTS: From 0.25–1.0 Mc OPT exhibited a steady state wear rate of 0.094 mm3Mc-1, compared to 0.170 mm3Mc-1 for CFR. When the protein concentration of the lubricant was reduced from 12 to 6 gL-1, the wear rate of OPT increased significantly while the wear rate of CFR increased slightly to 0.254 mm3Mc-1. DISCUSSION: The present study seems to show a weak correlation between protein concentration and wear for the CFR specimens. Parallel fiber orientation at the contact area and/or reduced contact radius appeared to increase to run-in wear in CFR. The effects of protein concentration is important as different implant applications will observe varying lubrication properties with a lower protein concentration expected in the spinal disc space compared to a synovial joint.


Listed In: Biomechanical Engineering, Biotribology, Mechanical Engineering, Orthopedic Research