Type Of Anchor Research Articles

Anchorage In Primary Vs. Permanent Teeth For Rapid Maxillary Expansion In Children: Systematic Review And Meta-Analysis

Background: Rapid maxillary expansion (RME) is a widely used orthodontic technique to correct transverse maxillary deficiencies. Both primary and permanent teeth are commonly used as anchorage for this procedure. However, there is limited evidence regarding differences in skeletal and dental effects or buccal alveolar bone preservation between these anchorage types. Materials and Methods: A systematic review was conducted to compare the skeletal and dental effects of RME using primary or permanent teeth as anchorage. Searches were performed in the following databases: PubMed, Web of Science, Scopus, LILACS, and OpenGrey. The risk of bias was assessed using the Rob 2.0 and Robins I tools. The certainty of evidence was evaluated according to the GRADE system, and meta-analysis was performed with R software. Results: Eight studies were included in the qualitative analysis and five in the quantitative analysis. The risk of bias was low in two studies, moderate in five studies, and high in one study. The certainty of evidence was very low. It was not possible to perform a meta-analysis for the outcome "buccal alveolar bone thickness" due to the lack of available studies, which was limited to only one study. The intermolar width was greater when the anchorage used permanent teeth SMD= -1.24; 95% CI (-2.14; -0.33); p<0.01]. However, this difference may not be clinically relevant. Conclusion: The evidence does not support a clear recommendation for the use of primary or permanent teeth as anchorage in RME, as no clinically relevant differences were observed in skeletal or dental effects. Primary teeth may be preferred when buccal alveolar bone preservation is a priority. Further studies are required to enhance evidence and support clinical decisions.

Knotless Suture Anchors Display Favorable Elongation but an Inferior Ultimate Failure Load Versus Titanium Suture Anchors and All-Suture Anchors: A Biomechanical Comparison in a Porcine Model.

Several types of suture anchors, which differ in their working principles, are available for fixation of ligamentous structures in knee surgery. How the choice of a suture anchor type influences the biomechanical stability of ligament fixation is largely unknown. To compare the biomechanical properties of different suture anchor designs regarding primary stability for tendon fixation and repair in medial collateral ligament (MCL) surgery. Controlled laboratory study. The primary stability of MCL fixation was assessed in a porcine model utilizing 1 of 3 suture anchor types: a 5.5-mm titanium suture anchor (TSA), a 2.8-mm all-suture anchor (ASA), or a 5.5-mm polyether ether ketone knotless suture anchor (KLSA). Primary stability was assessed using a uniaxial material testing machine. Cyclic loading at 50 N and 100 N was applied for 500 cycles each, followed by a load-to-failure test. After 500 cycles at 50 N, the KLSA (2.4 ± 0.3 mm) showed significantly (P < .05) reduced elongation in comparison to the TSA (4.0 ± 0.9 mm) and ASA (3.6 ± 0.7 mm), and after 500 cycles at 100 N, the KLSA (6.5 ± 1.4 mm) again showed significantly (P < .05) reduced elongation in comparison to the TSA (11.0 ± 2.2 mm) and ASA (12.0 ± 3.6 mm). However, the KLSA (213 ± 27 N) showed a significantly (P < .05) inferior ultimate failure load in comparison to the TSA (300 ± 20 N) and ASA (348 ± 23 N). In comparison to the TSA (113.0 ± 11.0 N/mm) and ASA (113.6 ± 14.4 N/mm), the KLSA (150.7 ± 11.6 N/mm) displayed the highest stiffness (P < .05). No significant differences were observed regarding yield load. KLSAs displayed significantly reduced elongation, at the cost of a reduced ultimate failure load, in comparison to TSAs and ASAs. Surgeons should be aware that differences exist between different suture anchor types regarding their biomechanical stability. KLSAs may be favorable for fixation of peripheral ligaments in knee surgery.

Same same but different: Introduction of a classification system in calcar-guided short-stem total hip arthroplasty.

The concept of calcar-guided short-stem THA (ssTHA) has largely emerged over the last decade, especially in Europe, and today modern calcar-guided short stems are among the most successful primary femoral implants in terms of complications and revision rates as indicated by multiple registry data. The philosophy originally comprised an individualised reconstruction of the hip anatomy by following the calcar of the femoral neck providing bone- and soft-tissue-sparing characteristics. However, as the stem design allows either metaphyseal fixation alone or additional diaphyseal anchoring, depending on the stem alignment and indication, distinct knowledge is required regarding the implantation technique, the broad variation of positioning and fixation and its potential clinical consequences. To report on and highlight the characteristics of different ways of performing calcar-guided ssTHA as well as to introduce a classification in order to systematically account for the variety of strategies and the respective implications on the type of fixation. Already when templating preoperatively, surgeons need to weigh up the different fixation types taking into account a number of patient-related factors. Intraoperatively, by individually controlling the level of osteotomy, the intended type of anchorage can be implemented. Intraoperative radiography to confirm the result, is mandatory. Despite numerous options of stem alignment, depending on the patient's anatomy, the bone quality or the indication for operation, a total of 4 categories were identified to characterise different fixation strategies in calcar-guided ssTHA. The classification system should be used for the preoperative determination of the intended type of anchorage. Whenever a short-stem philosophy with metaphyseal fixation (Type I (M)) is possible, it should be pursued.

Study on the influence of anchor plate parameters on the bearing characteristics of the new large-diameter multi-plate soil anchor and creep property of anchor

The existing mechanical and grouting anchors mostly use the expansion shell method to form a cavity on the borehole wall, and the cement slurry is poured to form multiple enlarged head plates, but the operation is more difficult and the diameter of the formed plate is smaller. In this paper, a new type of large-diameter multi-plate soil anchor and its reaming cavity forming tool are proposed, which can make the operation easier and form a large-diameter enlarged head plate. In order to study the influence of the diameter of anchor plate, the number of anchor plates and the spacing of anchor plates on the vertical uplift capacity of the large-diameter multi-plate soil anchor, 25 sets of comparative models were established for simulation analysis. The finite difference method of FLAC3D software is used to simulate the model. It is found that when the length of the anchor is 6 m and the diameter of the anchor rod body is 150 mm, the optimal diameter of the anchor plate of the large diameter multi-plate soil anchor is 590 mm, the optimal number of anchor plates is 6, and the optimal anchor plate spacing is 800 mm, which means the action range of the anchor plate on the lower soil is about 5 times the diameter of the bolt. When the number of anchor plates is too small or the spacing between anchor plates is too large, the structural advantages of large-diameter multi-plate soil anchor cannot be fully utilized, resulting in a decrease in the ultimate uplift capacity. When the number of anchor plates is too large or the spacing between anchor plates is too small, the stress superposition effect occurs in the soil, and the through shear failure occurs, which leads to the decline of the ultimate uplift capacity. Under the condition that the number of anchor plates and the spacing of anchor plates are fixed, the larger the diameter of the anchor plate is, the larger the ultimate pull-out capacity of the large-diameter multi-plate soil anchor is, the smaller the vertical failure displacement of the anchor head is, but the increase of the uplift capacity is gradually reduced. The creep rate of the new large-diameter multi-plate soil anchor bolt is 0.91 mm, and the creep rate of equal-diameter soil anchor bolt is 1.69 mm. It is verified that the new large-diameter multi-plate soil anchor can be effectively applied to various projects.

Calibration and implementation of a design tool for drag anchors in clay

Abstract Drag anchors are considered as one of the most applicable anchor solutions for floating offshore wind as they can be used for a wide range of soil conditions. For feasibility studies of floating offshore wind farms different anchor concepts needs to be compared in order to select the most proper anchor solution. To do so, the level of details in the analysis for the various anchor types must be similar. Currently design charts are adopted as a simple design method for drag anchors. However, design charts are developed for specific soil conditions, and do not account for site specific soil conditions. To have similar precision, as analytical solutions for suction anchors, a simple design methodology that can account for site specific soil conditions for drag anchors must be adopted. This paper presents an example for how a simple analytical solution can be calibrated against design charts, which makes it possible to account for site specific soil conditions, resulting in a better basis for comparing early stage drag anchor design to other anchor solutions.

Study on Chinese High School Students Career Planning and Career Choice Influencing Factors - Career Anchor Perspective

The career anchor theory is one of the important theories in modern human resource management. Carrying out career anchor assessments effectively and conducting career education for high school students based on the career anchor theory is not only beneficial for the career positioning and choices of high school students,but also helpful in the effective implementation of career education work. In recent years, the issue of high school students' employment has become a focus of social concern, making it increasingly difficult to find a suitable career truly. Therefore, in guiding on student employment, more emphasis should be placed on educating high school students on career values. Helping high school students find the right career, positioning their career anchors well, and establishing a scientific career outlook is key. The career anchor theory proposed by the renowned American career guidance expert Edgar H. Schein provides theoretical guidance for the career positioning and choices of high school students. Therefore, this study uses Schein's career anchor theory as the research perspective and main theoretical support, selecting high school students as the research subjects, and applying the career anchor theory to the study of high school students' career values through empirical analysis. This paper adopts a research model combining "point" and "surface". The basic analysis of the contemporary high school student’s career outlook belongs to the "surface" category of universal discussion. Based on this, a survey was conducted on the career values of high school students in Chongqing through questionnaire surveys, and the career anchors of high school students were tested, which belongs to the "point" category of particular analysis. The study indicates that high school student’s career choices overall exhibit ambiguity in career direction and oscillation, highlighting the urgent need for guidance on career anchors focusing on career positioning. Therefore, this paper proposes to identify career anchors among high school students, determine career anchor types using career anchor assessment methods, utilize the career anchor theory to establish an adaptable career outlook, and hopes that the career anchor theory can play a positive role in the career education of high school students and help them establish a scientific career outlook.

Study of a New Type of Large-Diameter Multi-Disc Soil Anchor and Its Bearing Characteristics and Creep Property

This paper presents a new type of large-diameter multi-disc soil anchor and its cavity-forming tool. The large-diameter multi-disc soil anchor is obtained by adopting a toothed chain, centrifuging holes to form cavities, forming multiple cavities, placing a steel strand with centering support, injecting cement mortar, and curing. In order to study the uplift bearing characteristics and creep property of the large-diameter multi-plate soil anchor, the equal-diameter soil anchor was taken as the control group. The ultimate pull-out bearing capacity, vertical displacement, axial force, anchor plate bearing load, and side friction resistance were simulated and analyzed by FLAC3D 5.0 64-bit software, and the creep property test of the anchor bolt was carried out. The results show that under the same conditions, the ultimate pulling capacity of the large-diameter multi-disc soil anchor is 125% higher than that of the same-diameter soil anchor. The vertical displacement of the large-diameter multi-disc soil anchor decreases by 51.74% compared with that of the equal-diameter soil anchor when the ultimate uplift capacity is reached. The side friction resistance of the large-diameter multi-disc soil anchor is small and its growth rate is slow. When the ultimate pulling capacity is reached, the load sharing of the anchor disc accounts for 76.54% of the total load applied. The creep rate of the large-diameter multi-plate soil anchor bolt is 0.91 mm, and the creep rate of the equal-diameter soil anchor bolt is 1.69 mm. By fitting the data, it is found that the large-diameter multi-disc soil anchor provides a method to increase the anchorage force of the soil anchor, and the research on its bearing characteristics and creep property provides a theoretical basis for the application of the soil anchor.

Experimental and numerical study of corrugated anchors for CFRP plates

Carbon fibre-reinforced polymer (CFRP) plates are promising materials for cables and prestress tendons in structural engineering for the excellent tensile performance, light in weight and anti-corrosion character. Anchoring has always been the main challenge of this high-performance material due to its anisotropy and brittleness. Corrugated anchors are high-efficiency clamping-type anchorage devices. Nevertheless, premature failure of the CFRP plates can still be observed with this type of anchors, and the anchor efficiency for the corrugated anchors needs further improvement. This paper proposes a novel configuration of corrugated anchors. Experimental tests are then carried out to investigate the influence of the pre-tensioning bolt load and adhesive layer. Consequently, numerical analysis is conducted to reveal the anchoring mechanism. The results indicate the traditional corrugated anchors lead to non-uniform stress distribution in the CFRP plate, and with the proposed configuration the anchor efficiency can be increased up to 100 %.

Railway foreign object tracking and detection with spatial positioning and feature generalization enhancement

The existing deep learning foreign object tracking and detection algorithm is easily affected by complex environments and target occlusion, resulting in problems such as missed detection and low detection accuracy. A railway foreign object tracking and detection algorithm with spatial positioning and feature generalization enhancement is proposed. First, a multi-scale cascade improved GhostNet feature network is proposed to improve the feature extraction capability of infrared targets. Secondly, the spatial positioning and feature generalization enhancement module is designed by using the spatial position positioning and generalized morphological information of foreign objects to enhance the detection accuracy of targets with position movement and tracking trajectory changesin complex scenes. Then, a pyramid prediction network is constructed to obtain the detection anchor frame, type and confidence information of infrared railway foreign objects. Finally, by improving the DeepSORT tracking algorithm with improved category and confidence display, combined with Kalman filtering and Hungarian algorithm, railway foreign object tracking and detection in infrared weak light environment is realized. Experimental results show that the proposed method has a tracking and detection accuracy of railway foreign objects 83.3%, with an average detection rate of 11.3 frames per second. Compared with the comparison method, the proposed method has higher detection accuracy and has better performance in railway foreign object tracking and detection in infrared weak light scenes.

Load-bearing behaviors of the composite gravity-type anchorage: Insights from physical model and numerical tests

Gravity-type anchorages (GTAs) have been extensively applied in large-span suspension bridges across the globe, but the load-bearing performance of composite GTA is not yet fully investigated. Here, the comprehensive load-bearing performance of GTA is investigated using a combination of physical modelling and numerical modelling methods, considering the impact of anchorage’s burial depth, notched sill, and pile. Six model tests are first conducted using a self-reversing force loading equipment, including flat bottom anchorage, notched sill anchorage, and notched sill anchorage with pile. Each type of anchorage is tested under two different burial depth conditions. The failure process, anchorage displacement, cable tension force, and the internal strain field of the foundation, were examined during the model tests. Additionally, through the numerical simulations, the evolution characteristics of contact stresses and load sharing ratio associated with various forms of anchorage are discussed. The results indicate that the anchorage’s burial depth and pile significantly impact on anchorage’s bearing capacity. The presence of the notched sill can change the distribution of contact stress between the anchorage and foundation, which can still resist the horizontal force until the foundation before the notched sill occurs shear failure. The failure process of the anchorage-foundation system was divided into four stages: stable bearing, sliding, sliding and overturning, and failure stage. The anchorage starts overturning with the applied load reaching to 3*Tm, except for the flat bottom anchorage of shallow burial depth condition. Under the same conditions, the greater the anchorage’s burial depth, the smaller the load shared by the friction between the anchorage bottom and foundation, the greater the load shared by the notched sill and foundation before the anchorage. In addition, the load shared by pile continuously increasing as the anchorage starts overturning. The findings from this study can provide a theoretical basis and valuable insights for the optimization design of GTA.

The incidence of meniscal cyst formation following meniscal repair using the all-inside suture anchor device is comparable to conventional techniques.

Post-operative meniscal cyst formation occurs following all-inside device meniscal repair. This study aimed to compare the incidence of cysts in patients who underwent meniscal repair with and without all-inside suture devices. This retrospective study included 227 knees that underwent meniscal repair between 2021 and 2022. The incidence of post-operative meniscal cysts was compared between patients who underwent repair using an all-inside suture anchor device (Group SA) and those who did not use an anchor (Group NA), based on post-operative magnetic resonance imaging (MRI) findings. Risk factors, such as the number of anchors used, were investigated. Using a subgroup analysis, the incidence of meniscal cysts based on the type of device used was investigated. Groups SA and NA comprised 125 and 102 knees, respectively. Group SA had 11 cases of cysts (9% incidence), whereas Group NA had 7 cases (7% incidence), and no statistically significant difference was observed (p = 0.63). Symptomatic cysts were observed in two patients (1.6%) in Group SA, whereas none was observed in Group NA (0%); the difference was not significant (p = 0.50). Factors such as the number of anchors and sutures used and MRI timing were not identified as risk factors. Cyst incidence varied according to anchor type: Stryker AIR+ (4 out of 55, 7%), Smith & Nephew Fast-Fix 360 (7 out of 56, 13%) and Arthrex Fiber Stitch (0 out of 26, 0%), with no significant difference found (p = 0.14). The incidence of cysts in patients undergoing meniscal repair with an all-inside suture anchor device was 9%, showing no significant difference compared with Group NA. Cyst incidence was not affected by device type. Level III, retrospective comparative study.

Analytical study on included angle of double-plate vertically loaded anchors in saturated clay

The double-plate vertically loaded anchor (DPVLA) represents a new type of anchor. To maximize the ultimate pullout capacity of a DPVLA in saturated clay, it is crucial to determine the included angle corresponding to the maximum pullout capacity (IAMPC). An expression for the IAMPC of the DPVLA in saturated clay has been derived based on its mechanical model. Furthermore, the influence of various parameters on the IAMPC is analyzed based on the derived expression. The effect of the IAMPC of the DPVLA on the critical embedment depth has been investigated through finite element analysis. The results indicate that, aside from the area of the auxiliary fluke, the IAMPC of the DPVLA is significantly influenced by other parameters, which also impact the ultimate pullout capacity associated with IAMPC, except for the adhesion factor. Additionally, it is also found that the critical embedment depth of a DPVLA, with the main fluke area equal to that of the auxiliary fluke, increases with the IAMPC until a -maximum critical embedment depth is reached. These findings provide valuable insights for the design and installation of DPVLAs in saturated clay environments.

Design and mechanical properties analysis of a novel CFRP tendons anchorage structure

To address the challenges of larger size, stress concentration at the loading end, and insufficient anchoring performance at the free end of traditional bonding-type anchors for Carbon Fiber Reinforced Polymer (CFRP) tendons, a novel anchor featuring a variable angle multi-stage cone is proposed. This solution is derived by analyzing the notch effect at the loading end caused by the wedging of the bonding medium in conventional cone-type anchors. A theoretical model for the stress distribution of the variable angle multi-stage conical anchor was developed using elastic deformation theory. The reliability of this model was validated through finite element analysis. Subsequently, a comparative analysis was conducted to evaluate the stress distribution and anchoring performance of the variable angle multi-stage conical anchor against several traditional anchor types. This analysis revealed the mechanical mechanisms and advantages of the variable angle multi-stage conical anchor in enhancing anchoring effectiveness. The study illustrates that the bonding medium between adjacent cone sections of the variable angle multi-stage conical anchor exhibits a specific gap under stress, leading to reduced stress in the tendon at the connection points. This ensures a smooth transition that prevents abrupt changes in stress due to sudden shape alterations, thereby guaranteeing uniform stress distribution within the anchor section. By incorporating a multi-stage cone structure and increasing the cone angle at the free end, compressive stress can be effectively transferred to the free end, mitigating the notch effect and enhancing anchoring performance. Compared to typical conical anchors, the maximum compressive stress of the variable angle multi-stage conical anchor is reduced by 53.5 %, the outer diameter of the anchor cylinder is decreased by 22.7 %, and the anchoring efficiency is improved by 12.2 %. These improvements result in a robust anchoring effect and significant size advantage. The anchor is suitable for multibar anchoring, providing a reliable solution for large tonnage and long-span cable-stayed bridges.

Experience from Designing Augmented Reality Browsing Interfaces for Real-world Walking Scenarios

Mobile phones have enabled users to browse information in varying mobility contexts. For high-mobility settings such as walking, however, phones pose several usability challenges, particularly safety and limited screen sizes. While Augmented Reality (AR) has been proposed to address these issues, prior work has yet to investigate AR interface design in real-world walking conditions beyond text readability and notification design. This paper presents the first exploration of AR browsing interface design and extended usage while walking in the wild. We first conducted design sessions with 12 UI designers while walking in varied environments to design the window size, distance, opacity, anchor type, and placement for three categories of apps: text, video, and mixed content. Results show that traffic level significantly affects the designed window size, whereas content type significantly affects window size, distance, opacity, and vertical placement. To gain further insights from real-world usage, we conducted a multi-day observational study with 5 participants and observed that participants on average switched among window layouts every 3.3 minutes, for reasons such as safety and the level of extended visual attention.

The effect of career anchors, job-esteem, and work engagement on retention intention in hospital nurses

This descriptive study aimed to analyze the effect of career anchors, job esteem, and work engagement on retention intention among hospital nurses while identifying factors contributing to retention intention in this group. The study involved 174 nurses with over six months of clinical experience employed at three general hospitals. The dominant career anchor among hospital nurses was security/stability (4.59), followed by life-style (4.52), technical/functional competence (4.13), and service/dedication (4.12). Hospital nurses’ retention intention was predicted by the entrepreneurial creativity (β=0.289, p&lt;.001), job-esteem (β=0.268, p&lt;.001), and job engagement (β=-0.295, p&lt;.001) of career anchors. These factors collectively accounted for 35.2% of the variance (F=10.360, p&lt;.001). Conclusion: In the future, we aim to conduct studies analyzing factors influencing retention intention and extract trends based on career anchor types and sample groups. This will inform detailed career development and personnel management policies.

Mandibular Advancement and Skeletal Anchorage in Class II Malocclusion Patients: A Systematic Review with Meta-Analysis

(1) Objectives: The purpose of this review was to compare the effects of combining skeletal anchorage and Class II devices, both from an overall perspective and individually for each type of appliance, considering as main outcomes the vertical dimensions and the inclination of the mandibular and maxillary incisors. (2) Materials and Methods: A search without time restrictions was performed up to February 2024 in PubMed, PubMed Central, Scopus, and Medline for randomized controlled trials, as well as prospective and retrospective cohort studies, considering Class II patients treated with and without skeletal anchorage. The effect measure used for the meta-analytic evaluation was the standardized mean difference (SMD). The SMD calculation was obtained by subtracting the mean values of T1–T0 for each individual treatment and then calculating the SMD between the treatments involved. The meta-analysis was performed using the standardized mean difference of the mean difference of the T1–T0 change in the outcome between the different treatments evaluated as the effect size. (3) Results: A total of 1217 documents were initially retrieved. According to the PRISMA protocol, 18 studies comparing different skeletal anchorage protocols (upper/lower miniscrews and miniplates), combined with four appliances (Herbst, Forsus, Carriere Motion, and elastics), were included in the analysis. No significant difference in skeletal divergence was found between groups from an overall point of view (SMD: 0.19 (−0.48 to 0.83) according to the random-effects model). A statistically significant reduction in IMPA° was found in patients treated with temporary anchorage devices (TADs) (SMD of 5.58 (3.40 to 7.75)), except for the elastics group (SMD: 3.76 (−0.91 to 8.43)). The effect on the upper incisors’ inclination appeared to be strictly dependent on the type of anchorage (TADs in one or both of the arches). Some limitations must be considered when interpreting the results: the small number of studies included and the heterogeneity among them are among the limitations, and the temporal disparity among some studies; the ages of the patients were not always comparable; and, finally, the clinical relevance of the effects of TADs is sometimes questionable. (4) Conclusions: The vertical dimension seems not to be significantly affected by skeletal anchorage; instead, the proclination of mandibular incisors is generally reduced when TADs are used. Skeletal anchorage might be useful if lingual tipping of the upper incisors is required; however, it is influenced by the anchorage protocol.

Ultimate Capacity and Load Transfer Mechanism of Ground Anchors in Granular Soils: State-of-the-Art

The grouted ground anchor is the most used geotechnical element to transfer the tension load from the superstructure or the soil mass in front of the potential failure surface (active zone) to a deeper, efficient soil layer for its reliability and feasibility. It was originally constructed by inserting the tendon, usually a steel strand, into an already drilled borehole filled with cement grout. It was successfully used in the Cheurfas dam in Algeria in (1934). According to the load transfer mechanism, there are two types of ground anchors: tension-type and compression-type. The names of these two types of anchors refer to the developed stresses in the grouted body. The present work presents a literature survey about the load transfer mechanism for both types of anchors: tension and compression embedded in granular soil. Many factors affecting the load transfer mechanism have been reviewed. The main factor affecting the load transfer mechanism is the confining pressure of the borehole. The recently developed methods of estimating the ultimate pullout capacity of the anchor have been reviewed and discussed.

Strategies for Online Market Entry: The Role of Network Anchors in China’s Live Streaming Sales Ecosystem

ABSTRACT Purpose This study explores the strategic implications of live-streaming sales and network anchors in China’s e-commerce landscape, particularly focusing on how different types of network anchors influence consumer trust and purchasing decisions. Methodology/approach A scenario-based experimental design was employed, utilizing a 2 x 2 factorial structure to analyze the effects of network anchor types (celebrity anchors vs. internet celebrity anchors) and product types (search goods vs. experience goods) on consumer behavior. Data were collected from 500 participants through an online survey, ensuring a robust statistical analysis of the main and interaction effects. Findings The results reveal that celebrity anchors generate significantly higher levels of consumer trust and purchase intention for search goods, while internet celebrity anchors are more effective for experience goods. Trust was found to play a partial mediating role in these relationships, particularly for experience goods. Research implications The study contributes to the existing literature by integrating traditional endorsement theories with the modern context of live streaming, offering new insights into the differential impacts of network anchor types across various product categories. It also highlights the need for a nuanced understanding of consumer trust in digital marketplaces. Practical implications Marketers and online enterprises can leverage these findings to optimize their live-streaming strategies by aligning the choice of network anchors with the specific characteristics of the products being promoted. This strategic alignment can enhance consumer engagement, trust, and ultimately, purchase intentions. Originality/value/contribution This research advances the theoretical discourse on digital marketing by elucidating the complex interplay between network anchor types, product characteristics, and consumer trust. It offers a comprehensive framework for understanding and optimizing live-streaming sales strategies in the context of China’s rapidly evolving e-commerce environment.

Rotator cuff repair with all-suture anchor enhances biomechanical properties and tendon-bone integration in a rabbit model

BackgroundAll-suture anchor (ASA) is a special type of suture anchor. It has been used to repair rotator cuff tears (RCTs). However, mechanical properties and tendon-bone integration at different time postoperatively remains to be unclear. MethodsMechanical testing and water contact angle measurements were conducted for ASA. In vitro biocompatibility was assessed using rat bone marrow stem cells (BMSCs), including live/dead cell staining and Cell Counting Kit-8 assays. ASA was implanted for rotator cuff repair (ASA group) in a New Zealand White rabbit model of RCTs, and a natural rotator cuff was used as a control (natural group). The animals were sacrificed, and tissue samples were harvested for biomechanical, radiographic, and histological analysis at 4, 8, and 12 weeks postoperatively. ResultsASA was hydrophobic and had a strong mechanical property in vitro. The biocompatibility analysis showed that ASA had no effect on the viability of BMSCs. Mechanical testing in vivo revealed that a gradually improved failure load of ASA group was 118.0 ± 22.53N at 12 weeks postoperatively, which was recovered to the natural group. Micro-CT analysis indicated that an initial decrease in BMD and trabecular quality following ASA implantation, with a slight recovery observed at 12 weeks. Additionally, histological analysis showed the tendon-bone interface gradually integrated in the ASA group. A significant increase in tendon-bone interface scores was found from 4 weeks to 12 weeks. Tendon maturing score also improved in the ASA group, and Type I collagen content recovered to 18.58 ± 4.378 % at 12 weeks and no different from that of the natural group. ConclusionRotator cuff repair with ASA in a rabbit model demonstrated the capacity to enhance biomechanical properties and tendon-bone integration.

Load transfer model and failure prevention measures of a mechanical-type anchorage for anchor cable in deep roadway

In this paper, the load transfer mechanism of a mechanical-type anchorage is analyzed and studied. The stress distribution on the surface of the anchor cable is clarified, and the means of mechanical analysis and Abaqus finite element method are used. Results indicated there is no stress concentration, and the peak value indicated by the anchor cable appears near the loading end, and the peak value is about 60 MPa larger than the tensile strength. The results of the tensile test show that the failure mode of the anchor cable is the necking fracture of the steel wires, which indicates that the steel reaches the yield limit stress. The anchor efficiency of mechanical-type anchorage is high, which can effectively exert the tensile strength of anchor cable. In deep mine roadway, two failure modes of anchor cable are summarized when mechanical-type anchorage is used. Including shear failure and slippage failure under dynamic action. Aiming at the shear failure behavior, a new type of anchorage was invented, including the self-aligning and shear resistance functions of the anchor cable, and an experiment was carried out. Results indicated anti-shear anchorage can effectively solve the problem of anchor cable failure caused by shear. For the problem of anchor cable slippage failure under dynamic action. The parameters affecting the stability of mechanical-type anchorage are analyzed by means of theoretical analysis and numerical simulation. Results indicated reducing the bevel angle of wedge and barrel, the difference angle between them, and increasing the friction coefficient μ between wedge and barrel can increase the stability of mechanical-type anchorage. The research content of this paper can provide reference for the design of mechanical-type anchorage in similar underground engineering.