End Configuration Research Articles

Analysis and optimization of rivet load distribution in multi-rivet connections of thermoplastic composite rivets

GF/PP thermoplastic composite components predominantly employ metallic fasteners, leading to corrosion and weight issues. This study utilized an extrusion process to fabricate GF/PP thermoplastic composite rivets with properties akin to laminated panel materials. Through the controlled application of heat and pressure to the rivet ends, a novel connection structure was established. The article fabricated thermoplastic composite joints with varying end configurations and compared them with metallic rivet joints. Emphasizing the convex form, diverse multi-rivet links were crafted for single-lap tensile samples. Integrating tensile tests and strain gauge measurements, this research explored load distribution patterns across diverse rivet quantities and assessed the impact of size on distribution. Furthermore, finite element software was used to dissect the load distribution patterns and failure mechanisms in the multi-riveted connection structure. Drawing from experimental findings, convex GF/PP rivets exhibited an 18% higher tensile load than metallic ones, with a simultaneous 32% weight reduction. In multi-rivet connections, end rivets demonstrated higher load-bearing capacity. Enhanced spacing and plate width improved load distribution, elevating joint load capacity by 7% (spacing 25 mm to 55 mm) and 6% (width 30 mm to 55 mm). The simulation results indicate that increasing the spacing reduces the stress concentration at the first nail location.

Anchor Group Effects in Ruthenium (II) Photosensitizers Bearing N-Heterocyclic Carbene and Polypyridyl Ligands for DSSCs: A Computational Evaluation

In this work, we evaluate the bonding characteristics and interfacial electron transfer dynamics of three heteroleptic ruthenium photosensitizers featuring different terpyridine (tpy) acceptor end configurations through quantum-chemical calculations. These photosensitizers...

Static strength in adhesive joints with different patch plate end subjected to bending force

Adhesively debonding from the end of patch plates is one of the major concerns in the application of externally bonded joint methods for repairing or strengthening steel structures. This paper focuses on enhancing the adhesive strength of adhesively bonded joints by investigating different patch plate end configurations. The target specimen model was the adhesively bonded joints of the single patch plate adhered to the base plate subjected to the bending force. The epoxy resin Konishi E258R was used as the adhesive in this study. Four different patch plate end types of specimen models were analytically and experimentally investigated (without end design, end design with fillet, end design with reverse taper, and end design using a reverse taper with a partially chamfered end of the patch plate). The elastic analysis was conducted by modeling using MSC Marc/Mentat 2022 by shell elements with perfect bond between steel and adhesive layer. The static tests of the single patch plate bonded joints (three specimens for each cases) were conducted under bending force (cantilever beam). The result shows that the static strength of the adhesively bonded joint is significantly increased for each tapered design of the patch plate end.

A generalized functions based approach for stress-driven nanobeam bending problems subjected to point loads

The research community has widely accepted the stress-driven nonlocal integral model to study static and dynamic characteristics of nanostructures. Although closed-form solutions for stress-driven point-loaded nanobeam bending problems that find potential for applications in the design of real-world MEMS/NEMS-based sensors have been explored recently, the static bending behavior of stress-driven Bernoulli-Euler and Timoshenko nanobeams subjected to point-loading conditions in various end configurations are studied in the present work wherein, analytical solutions for the same are arrived at by expressing the input bending and shear fields in terms of generalized functions for the first time. Equipped with the Helmholtz bi-exponential kernel function to model the nonlocality, the obtained solutions have demonstrated their ability to capture size-effects consistently. An overall stiffening effect on the nanobeam is observed as a consequence of these size-effects.

Genomic and Transcriptomic Profiles of Blastoid and Pleomorphic Mantle Cell Lymphoma Are Distinct from Classic Histology Mantle Cell Lymphoma

Introduction - Patients (pts) with mantle cell lymphoma (MCL) with blastoid (B-MCL) and pleomorphic (P-MCL) histology are traditionally considered as high risk; however, there is a paucity of information regarding the differences between P-MCL and B-MCL compared to classic MCL (C-MCL) histology. In this study, we present a comprehensive genomic and transcriptomic portrait of B-MCL and P-MCL. Methods - We conducted comprehensive molecular profiling using whole exome (WES) and bulk RNA sequencing (RNA seq) among the evaluable pt samples (n=260) from our center (MDA cohort) and previously reported cohorts from Bea et al ( PNAS 2013) (n=29) and Agarwal et al ( Nature Medicine 2019) (n=15) respectively. Pts with WES were (n=195) including n=151, n=29 and n=15 for MDA, Bea and Agarwal respectively while 175 pts underwent RNA sequencing (all MDA). This cohort study was conducted under an IRB approved protocol for MCL patients at our center. Patient characteristics, somatic mutation profiles, copy number abnormalities and gene expression profiles (GEP) were analysed. Lymph node, bone marrow, blood samples and any other tissue biopsies were utilized. DNA and RNA were extracted from FFPE sections from lymph nodes and non-nodal tissues. Joint WES and RNA-seq mutation calling, GEP, and transcriptomic cell deconvolution were performed using the BostonGene automated pipeline. WES and bulk RNA sequencing were performed with Illumina HiSeq4000 using a 76bp paired end configuration. Results - Among the 195 pts with WES, the distribution of tissue types was 133 nodal, 33 bone marrow, 25 blood, 4 spleen and other tissues. Mutation distribution and copy number analysis was performed for 99 C-MCL , 72 B-MCL, and 20 P- MCL pts. In the mutation profile, we found that the percentage of ATM mutations was comparable among the 3 pt groups (51%/50%/39%). The frequency of TP53 mutations was significantly lower in C-MCL (23%) compared to B-MCL (51%) and P-MCL (39%) (p < 0.001; Figure 1). NOTCH2 gain of function mutations were found in 11% of B-MCL and 4.6% of C-MCL but not detected in P-MCL. The NFkBIE Y254Sfs*13 mutation was exclusively found in B-MCL. Blastoid samples were enriched with CCND1 E36K mutations (7 of 16 CCND1 mut), while C-MCL had 2 of 16. P-MCL had a higher prevalence of SMARCA4 and DNMT3A mutations compared to B-MCL and C- MCL. We further observe that P-MCL pts exhibited higher polyploidy and aneuploidy than B-MCL and C-MCL ( p < 0.001; Figure 2), indicating that compared to C-MCL, genomic instability decreased from P-MCL to B-MCL. The most frequent arm level amplifications in P-MCL compared to B-MCL were 8q (=MYC) (38%) and 18q (=BCL2) (38%). In C-MCL and B-MCL the 3q (=BCL6) was frequently amplified (28% and 30%). MALT1, Bcl2 and CARD11 gene amplifications were highest in P-MCL. These differences were further supported when the data were compared at the gene level. Comparison of the deletion frequencies revealed that 9p (CDKN2A/B) and 17p (TP53) were frequently lost in B and P-MCL (~40%). Del8p, 6q, 10q, and 16q were frequently deleted in P-MCL compared to B-MCL. At the segmental level, mostly altered segments included del9p21.1-24.3, del13q14.2-14.3, and del17p12-13.3 that span genes like CDKN2A/B, miR15A, and TP53. Next, we performed GSEA analysis using RNA-seq data. The metabolic reprogramming pathway was upregulated in both B and P-MCL compared to C-MCL (p = 0.0096). The proportion of pts with an immune desert (D) “cold” tumor microenvironment associated with refractory disease was higher in P-MCL (50%) than in C or B-MCL. Conclusions -B and P-MCL exhibit a distinct molecular profile compared to C-MCL. P and B-MCL have the highest degree of aneuploidy and exhibit an immune cold tumor microenvironment. Further studies are ongoing to refine the molecular differences among B and P-MCL compared to C-MCL.

Comparative analyses of reinforced masonry and reinforced concrete shear walls with different end configurations: Seismic performance and economic assessment

Recent research has been demonstrating that fully-grouted reinforced masonry (RM) shear walls possess high ductile capacity levels that resulted in excellent performance under seismic loading. Considering the results of these studies, the current ductility modification factors assigned to such shear walls in relevant building codes and design standards are excessively conservative compared to the corresponding higher values assigned to their reinforced concrete (RC) counterparts. These conservative factors are mainly attributed to the lack of research studies that have been conducted to present direct comparisons between the performance of the two seismic force-resisting systems. To address this current knowledge gap and guide future editions of their relevant design standards based on experimental and analytical evidence, the objective of the current study is to show detailed comparative analyses between the performance of several RC and RM shear walls with different end configurations when both wall systems are subjected to similar seismic demands. These analyses also include a comprehensive economic assessment to equip practicing engineers and other relevant stakeholders with detailed comparisons between the two wall systems in terms of their construction costs. In this respect, six half-scaled RC shear walls were compared to three half-scaled RM shear walls, where all nine walls were tested under a quasi-static cyclic fully-reversed loading. The six RC shear walls were tested in two phases, where each phase consisted of three different wall types (i.e., rectangular, flanged, and boundary element walls) that had identical dimensions to their RM counterparts. To allow for direct comparison between the walls, Phase I RC walls with low vertical reinforcement ratios had similar lateral strength capacities as the RM walls, whereas Phase II RC walls with high vertical reinforcement ratios had similar ultimate curvature values as the RM walls. The comparison results are presented in the current study in terms of the crack patterns, load–displacement envelopes, curvature profiles, and wall displacements. Displacement ductility values, normalized periods, and equivalent viscous damping ratios are also presented for the nine walls. Finally, an economic assessment is performed to compare the walls in terms of their total rebar weights and approximate construction costs. The results demonstrate that RM shear walls can achieve an enhanced seismic performance similar to that of RC shear walls if the former walls are well-detailed (e.g., adequate confinement). Such an enhanced performance of RM shear walls is also coupled with low construction costs when compared to their RC counterparts. The current study enlarges the database of results that will facilitate assigning effective seismic performance metrics (e.g., ductility-related force modification factors) for RM shear wall buildings in future editions of building codes and design standards.

Enhancing Heat Transfer Performance in Simulated Fischer–Tropsch Fluidized Bed Reactor through Tubes Ends Modifications

Fluidized bed reactors are essential in a wide range of industrial applications, encompassing processes such as Fischer–Tropsch synthesis and catalytic cracking. The optimization of performance and reduction in energy consumption in these reactors necessitate the use of efficient heat transfer mechanisms. The present work examines the considerable impact of tube end geometries, superficial gas velocity, and radial position on heat transfer coefficients within fluidized bed reactors. It was found that the tapered tube end configurations have been empirically proven to improve energy efficiency in fluidized bed reactors significantly. For example, at a superficial gas velocity of 0.4 m/s, the tapered end form’s local heat transfer coefficient (LHTC) demonstrated a significant 20% enhancement compared to the flat end shape. The results and findings of this work make a valuable contribution to the advancement of complex models, enhance the efficiency of fluidized bed reactor processes, and encourage further investigation into novel tube geometries.

Assessment of Security Trepidation in Cloud Applications with Enhanced Encryption Algorithms

To alleviate crank in routine process in IT related work environment we are maintaining information’s in cloud storage even though we affected by pandemic and other natural disaster still can able to access data by avoiding degrade in target process. Members who posses account in cloud no need to have separate high end configuration devices because even less configured devices could connect to cloud and make use of all services using virtual machine. Applications belong to cloud storage intimidated in the aspect of safety. This paper reviews the various security related issues and its causes along with latest cloud security attacks. We discussed about different technology to protect information resides in cloud and analyzed different enhanced algorithm for encryption for securing the data in cloud due to surge use of devices interacting cloud services.

Analysis of Reinforced Concrete Shear Walls with Different End Configurations for Seismic Design

The Canterbury earthquake royal commission report highlighted that, despite being well-detailed, several reinforced concrete (RC) shear walls did not achieve their anticipated ductility capacities. In order to enhance the performance of such walls during future seismic events, the report recommended the use of concentrated and confined rebars at the wall toes coupled with high reinforcement ratios within the wall to initiate secondary cracks and extend the inelastic wall regions, thus minimizing the corresponding seismic demands. In this respect, the current study evaluates the seismic performance of RC walls with flanged and boundary element configurations compared with their typical rectangular counterparts, when different reinforcement ratios are incorporated. Specifically, the study presents a detailed analysis of six three-story half-scaled RC shear walls tested under quasi-static cyclic loading representing different seismic demands. The six walls were originally tested in two phases, where each phase had three different wall types (i.e., rectangular, flanged, and boundary element configurations). Walls in both phases had the same overall dimension and cross-section area; however, Phase II walls had 2.4 times the vertical reinforcement ratios used in Phase I walls. Following a summary of the experimental program and results, the current study presents the analytical results of the walls in terms of their load-strain relationships, curvature profiles, stiffness degradation trends, energy dissipation capacities, and equivalent viscous damping ratios. A comparison between the theoretical and experimental curvatures is also presented for the test walls at different drift levels. The results show that flanged and boundary element walls had low yield curvatures and high ultimate curvatures which resulted in enhancing their displacement ductility capacities. Flanged and boundary element walls also exhibited higher stiffness degradation rates when compared with their rectangular counterparts, leading to reduced seismic demands. Moreover, flanged and boundary element walls with high vertical reinforcement ratios (1.58%–1.63%) had higher energy dissipation capacities than their counterparts with low vertical reinforcement ratios (0.66%–0.69%). However, rectangular walls with low vertical reinforcement ratios (1.17%) showed higher ultimate curvature capacities than rectangular walls with high vertical reinforcement ratios (2.80%). Overall, the results demonstrate that future editions of relevant design standards (e.g., CSA A23.3 and ACI 318-19) should consider assigning different seismic design parameters (e.g., ultimate compressive strains, equivalent viscous damping ratios, and ductility-related modification factors) for RC shear walls based on their end configurations that can significantly alter the performance of such walls under seismic events.

IMMUNE‐DEPLETED TUMOR MICROENVIRONMENT IS ASSOCIATED WITH POOR OUTCOMES AND BTK INHIBITOR RESISTANCE IN MANTLE CELL LYMPHOMA

Introduction: An understanding of the tumor microenvironment (TME) and its cellular and analyte composition plays a critical role in promoting mantle cell lymphoma (MCL) cell growth, proliferation. To further understand the relevance of the tumor-immune landscape in tissue microenvironments, we performed multiomic profiling to characterize the TME in tissues from MCL patients and examined the relationship between TME subtypes and their impact on clinical outcome and the response to BTKi. Methods: This cohort study was conducted under an IRB approved protocol for MCL patients at our Center. Tissue biopsies (28 lymph nodes and 13 other tissues) were collected from 41 patients with MCL. We conducted whole exome sequencing (WES; n = 41) and RNA-seq (n = 41) from MCL tissue biopsies from patients treated with BTKi (ibrutinib, acalabrutinib or zanubrutinib) in combination with the analysis of a published MCL cohort (n = 122). Joint WES and RNA-seq mutation calling and TME molecular signatures were categorized based on response to BTKi. All WES and bulk RNA sequencing was performed with Illumina HiSeq4000 using a 76 bp paired end configuration. Results: Unsupervised clustering identified four MCL TME subtypes reflecting distinct tumor-immune cell gene signatures. Four distinct groups—normal lymph node (n = 27), immune cell-enriched (n = 46), mesenchymal (n = 44) and immune cell-depleted “D” (n = 51). “D” subtype was predominant in patients with primary BTKi resistance. A high tumor proliferation gene signature was observed exclusively in the “D” group. We further observed that Ki-67% from tissue biopsies had a linear correlation with proliferation rate signature genes and significantly overexpressed in the D group (p = 0.002). Somatic mutations such as TP53, NSD2, NOTCH1, KMT2D, SMARCA4, which were previously reported in ibrutinib-resistant MCL and/or in refractory high-risk MCL patients, were predominant in the Dsubtype. Finally, the evaluable patients (n = 39) were divided according to response to BTKi- sensitive, primary resistant and acquired resistant and MFP clusters. Patients with primary and acquired resistance had significant proportion of patients with D subtype (p = 0.004), compared to N and IE subtypes. Primary and BTKi resistant patients had a trend of inferior survival compared to sensitive patients (p = 0.07). Furthermore, we demonstrated that the D TME group had worse overall survival compared to other TME categories (p = 0.001). Keyword: microenvironment The research was funded by: Boston Gene Corp

Effects of geometric attributes of horizontal and sag vertical curve combinations on freeway crash frequency

The geometric design of the combinations of horizontal and sag vertical curves (sag combinations or sag combined curves) is vital to road safety. However, there is little research that investigates the safety effects of their geometric attributes based on the analysis of real-world crash data. To this end, the crash, traffic, geometric design, and roadway configuration data are collected from 157 sag combinations on six freeways in Washington State, during 2011–2017. Poisson, negative binomial (NB), hierarchical Poisson, and hierarchical NB models are developed for analyzing the crash frequency of sag combinations. The models are estimated and compared in the context of Bayesian inference. The results indicate that significant over-dispersion and cross-group heterogeneity exist in the crash data and that the hierarchical NB model yields the best overall performance. The parameter estimates show that: five geometric attributes, including horizontal curvature, vertical curvature, departure grade, the ratio of horizontal curvature to vertical curvature, and the layout of front dislocation, have significant effects on the crash frequency of sag combinations. Freeway section length, annual average daily traffic, and speed limits are also important predictors of crash frequency. The analysis results and the proposed model are useful for evaluating the safety performance of freeway sag combinations and optimizing their geometric design based on substantive safety evaluation.

Influences of configuration and coating on the vibration characteristics of spindles

Strong vibration is the main factor leading to the spinning spindle failure, which is closely related to the spindle end configuration and surface coating. In this study, the effects of the spindle end configuration and surface coating on the vibration characteristics of spinning spindles are studied, the vibration tests were conducted on a multifunctional spindle test bench by using three different types of spindles without coating and the YD4203C pointed spindle with surface self-lubricating coating under various high-speed no-load conditions. The results showed that the vibration phenomenon of the YD4203C pointed-head spindle was slighter than that of YD6111FA frustum spindle and YD6100E flat-headed spindle, this was believed to be because the increase in the end surface area could speed up the heat transfer, and the decrease in the bottom area of the spindle end could reduce the impact of the high-speed oil and gas vortex on the vibration. In addition, the vibration characteristics of the coated YD4203C pointed spindles are significantly improved compared with the uncoated spindles. This study provides the experimental basis for the design and manufacture of spindles with low vibration.

Target residence of Cas9-sgRNA influences DNA double-strand break repair pathway choices in CRISPR/Cas9 genome editing

BackgroundDue to post-cleavage residence of the Cas9-sgRNA complex at its target, Cas9-induced DNA double-strand breaks (DSBs) have to be exposed to engage DSB repair pathways. Target interaction of Cas9-sgRNA determines its target binding affinity and modulates its post-cleavage target residence duration and exposure of Cas9-induced DSBs. This exposure, via different mechanisms, may initiate variable DNA damage responses, influencing DSB repair pathway choices and contributing to mutational heterogeneity in genome editing. However, this regulation of DSB repair pathway choices is poorly understood.ResultsIn repair of Cas9-induced DSBs, repair pathway choices vary widely at different target sites and classical nonhomologous end joining (c-NHEJ) is not even engaged at some sites. In mouse embryonic stem cells, weakening the target interaction of Cas9-sgRNA promotes bias towards c-NHEJ and increases target dissociation and reduces target residence of Cas9-sgRNAs in vitro. As an important strategy for enhancing homology-directed repair, inactivation of c-NHEJ aggravates off-target activities of Cas9-sgRNA due to its weak interaction with off-target sites. By dislodging Cas9-sgRNA from its cleaved targets, DNA replication alters DSB end configurations and suppresses c-NHEJ in favor of other repair pathways, whereas transcription has little effect on c-NHEJ engagement. Dissociation of Cas9-sgRNA from its cleaved target by DNA replication may generate three-ended DSBs, resulting in palindromic fusion of sister chromatids, a potential source for CRISPR/Cas9-induced on-target chromosomal rearrangements.ConclusionsTarget residence of Cas9-sgRNA modulates DSB repair pathway choices likely through varying dissociation of Cas9-sgRNA from cleaved DNA, thus widening on-target and off-target mutational spectra in CRISPR/Cas9 genome editing.

Analysis of diverse double-strand break synapsis with Polλ reveals basis for unique substrate specificity in nonhomologous end-joining

DNA double-strand breaks (DSBs) threaten genomic stability, since their persistence can lead to loss of critical genetic information, chromosomal translocations or rearrangements, and cell death. DSBs can be repaired through the nonhomologous end-joining pathway (NHEJ), which processes and ligates DNA ends efficiently to prevent or minimize sequence loss. Polymerase λ (Polλ), one of the Family X polymerases, fills sequence gaps of DSB substrates with a strict specificity for a base-paired primer terminus. There is little information regarding Polλ’s approach to engaging such substrates. We used in vitro polymerization and cell-based NHEJ assays to explore the contributions of conserved loop regions toward DSB substrate specificity and utilization. In addition, we present multiple crystal structures of Polλ in synapsis with varying biologically relevant DSB end configurations, revealing how key structural features and hydrogen bonding networks work in concert to stabilize these tenuous, potentially cytotoxic DNA lesions during NHEJ.

Experimental and Analytical Modeling of Flexural Impact Strength of Preplaced Aggregate Fibrous Concrete Beams.

Preplaced aggregate fibrous concrete (PAFC) is a revolutionary kind of concrete composite that is gaining popularity and attracting the interest of academics from across the world. PAFC is a uniquely designed concrete prepared by stacking and packing premixed fibers and coarse aggregate in a steel mold. The gaps between the fibers and aggregates are subsequently filled by injecting a cement grout with high flowability. This study investigates the impact performance of three different sizes of PAFC beams. Steel and polypropylene fibers were used in a 3% dosage to make three different beam sizes, measuring 550 × 150 × 150 mm, 400 × 100 × 100 mm, and 250 × 50 × 50 mm. According to ACI Committee 544, all beams were subjected to a drop weight flexural impact test. Compressive strength, impact energies at initial crack and failure, ductility index, and failure mode were evaluated. Additionally, analytical modeling was used to compute the failure impact energy for the fibrous beams. The results showed that the addition of fibers increased the capacity of the tested beams to absorb greater flexural impact energy. Compared to polypropylene fibers, steel fibers had better crack propagation and opening resistance because of their higher tensile strength and crimped and hooked end configuration. For all large-size beams, the analysis of the percentage increase in impact energy at the failure stages was found to be 5.3 to 14.6 times higher than the impact energy at cracking.

Influence of Supersonic Nozzle Design Parameters on the Unsteady Stator–Rotor Interaction in Radial-Inflow Turbines for Organic Rankine Cycles

Abstract The use of radial-inflow turbine (RIT) for organic Rankine cycle (ORC) plant sizes below 100 kW is promising, although the application remains challenging. In fact, the single-stage arrangement imposed by economic constraints and hence the large expansion ratio, together with the large molecular weight, which characterizes organic fluids, usually result in highly supersonic flows, so making the use of transonic stators often mandatory. Particularly, the influence of RIT stator design parameters on losses and the level of unsteadiness seen by the subsequent rotor is still scarcely addressed in published literature. The present work investigates the effect of the convergent–divergent stators design parameters and the resulting downstream flow field non-uniformity on the unsteady stator–rotor interaction and loss generation in ORC RIT. To this end, two stator and rotor configurations which differ by the stator design parameters (i.e., discharge metal angle and number of vanes) have been tested by means of three-dimensional (3D) unsteady CFD calculations accounting for real-gas properties. The results show that larger stator–rotor interaction is present for the case featuring higher vane count and lower outlet metal, which also features the largest fluctuations of power output and pressure force on blade, together with a substantially lower average total-to-static efficiency, as a result of a larger stator downstream pitchwise non-uniformity. Ultimately, the results indicate that only aiming for optimal stator efficiency during the stator design phase might lead to highly suboptimal configurations from the whole turbine stage point of view.

Effect of tapered-end and round-end bristles on the abrasive dentine wear applying increasing brushing forces

Objective To investigate the effect of toothbrush bristles end configuration on the abrasive dentine wear at different brushing forces. Material and methods One hundred and sixty bovine dentine samples were randomized into eight groups (n = 20). Groups (1 to 4) were brushed with tapered-end bristles at 1-, 2-, 3-, and 4-N brushing forces, respectively. Groups (5 to 8) were brushed with round-end bristles with the same brushing forces. The brushing sequence was carried out using an abrasive slurry (RDA = 121) for 25 min. Profiles were recorded using a contact profilometer. Mean and standard deviation were calculated for the abrasive dentine wear in each group. Two-way ANOVA was used to locate any significance. The significance values were corrected after Tukey (α = 0.05). Results Brushing with tapered-end bristles resulted in statistically significantly less abrasive dentine wear than round-end bristles regardless of the applied brushing force (1 N: 4.4 ± 1.5 vs. 7.7 ± 2.0 µm; 2 N: 7.7 ± 2.1 vs. 12.2 ± 2.7 µm; 3 N: 11.3 ± 2.6 vs. 19.4 ± 3.7 µm; 4 N: 11.2 ± 2.1 vs. 25.3 ± 4.8 µm). The interaction between bristle configuration and brushing force was statistically significantly (p < 0.001). Conclusion Tapered-end toothbrushes might be a safer choice for patients, especially when showing signs of non-carious cervical lesion. However, other toothbrush properties should also be considered.

INTEGRATION OF FOS INTO A COMPOSITE CYLINDRICAL BODY MADE OF CFRP BY CONTINUOUS WINDING

The paper presents the results of integrating of the fiber optic sensors (FOS) into the material of a metal-composite tank. It has been established, that FOS remain operable after all cycles of the technological processing. It was carry out technological development alternative technique for FOS location on end product and configuration output sensor on various segment of tank. It is shown that the integration of the FOS into the material of the structure makes it possible to analyze the changes of the structure deformations depending on the location of the FOS. Comparison of data display for FOS, located on outside surface and inside material of tank, to show possibility estimate evolution of defomation on time along depth tank. It was found that the readings of the FOS based on Rayleigh scattering and fiber-optic Bragg gratings (FBG) correlate well with each other, in case that the readings of the FOS are thermally compensated.

Precision optimized pose and trajectory planning for vertically articulated robot arms

Vertically articulated robot arms are widely used in various industries for the realization of conventional handling tasks due to their high flexibility, good workspace-to-footprint ratio and low price. However, due to their kinematic structure, their accuracy, precision and stiffness are highly dependent on the robots configuration. Standards such as EN-ISO-9283 define procedures for determining accuracy and precision by averaging measurements at different points in the robot’s main workspace. While these averages can be used to estimate the robots overall performance, they do not support process developers in identifying precision optimal poses. This paper presents a generic and comprehensive routine for the combined identification of precision-optimal robot poses and trajectories for pick and place processes. The routine consists of several cascading optimization loops with the objectives of minimizing the structural and dimensional sensitivity costs of the trajectories’ start and end configurations, minimizing the number of actuated joints and minimizing the required direction changes of the joints in motion. Using a sampling-based trajectory planner (OMPL in MoveIt! / ROS), a smooth and collision free trajectory for an exemplary pick and place process is generated and experimentally validated for a KUKA LWR iiwa 14. The optimized trajectory is benchmarked against a conventional, unoptimized reference trajectory for the same handling task. The experimental validation shows a significant increase in the repeatability of the positioning of 36µm (at 3σ) compared to both the nominal repeatability of 150µm and the repeatability of the reference trajectory of 94µm (at 3σ, 2.6-fold increase). Transferring the developed routine to inherently more precise robot models will lead to highly precise vertically articulated robot arms capable of solving more demanding assembly tasks.

A New Perspective of Paramodulation Complexity by Solving 100 Sliding Block Puzzles

This paper gives complete guidelines for authors submitting papers for the AIRCC Journals. A sliding puzzle is a combination puzzle where a player slides pieces along specific routes on a board to reach a certain end configuration. In this paper, we propose a novel measurement of the complexity of 100 sliding puzzles with paramodulation, which is an inference method of automated reasoning. It turned out that by counting the number of clauses yielded with paramodulation, we can evaluate the difficulty of each puzzle. In the experiment, we have generated 100 * 8 puzzles that passed the solvability checking by countering inversions. By doing this, we can distinguish the complexity of 8 puzzles with the number generated with paramodulation. For example, board [2,3,6,1,7,8,5,4, hole] is the easiest with score 3008 and board [6,5,8,7,4,3,2,1, hole] is the most difficult with score 48653.Besides, we have succeeded in obverse several layers of complexity (the number of clauses generated) in 100 puzzles. We can conclude that the proposed method can provide a new perspective of paramodulation complexity concerning sliding block puzzles.