4.3 Article

Effect of bone to implant contact percentage on bone remodelling surrounding a dental implant

Journal

Publisher

CHURCHILL LIVINGSTONE
DOI: 10.1016/j.ijom.2010.03.020

Keywords

dental implant; bone-implant contact; bone remodelling; finite element analysis

Funding

  1. National Science Nature Foundation [10402007, 14021202]
  2. Griffith University

Ask authors/readers for more resources

Dental implants are an effective, safe and predictable solution for patients suffering from tooth loss, but implant placement changes the normal mechanical environment of the jawbone leading to bone density redistribution and 'remodelling', in order to adapt to the new environment. Many bone remodelling theories assume the presence of 100% contact between bone and implant, which is inconsistent with clinical reality. About 50-80% bone-implant contact is commonly seen with clinically successful implants. The influence of different percentages of bone-implant contact on bone remodelling has not been investigated adequately. This study aims to evaluate this influence using a newly proposed remodelling algorithm through a 2D finite element model. Four different degrees of bone-implant contact (25,50,75 and 100%) are considered and their influences on the density distribution of the jawbone are evaluated. The predicted results indicate that no matter what the initial percentage of bone-implant contact (25-100%), the final outcome is about 58-60% contact when an equilibrium state is reached by bone remodelling. The results are consistent with clinical observations and findings.

Authors

I am an author on this paper
Click your name to claim this paper and add it to your profile.

Reviews

Primary Rating

4.3
Not enough ratings

Secondary Ratings

Novelty
-
Significance
-
Scientific rigor
-
Rate this paper

Recommended

Article Construction & Building Technology

Progressive Collapse of Flat Plate Substructures Initiated by Upward and Downward Punching Shear Failures of Interior Slab Column Joints

Xuekang Guo, Zhi Yang, Yi Li, Hong Guan, Xinzheng Lu, Mengzhu Diao

Summary: This paper investigates the mechanical behavior of upward and downward punching shear failures in slab-column joints of flat plate structures, revealing that the punching shear strength is higher in upward shear than in downward shear, and the residual deformation from upward shear significantly influences the collapse behavior.

JOURNAL OF STRUCTURAL ENGINEERING (2022)

Article Meteorology & Atmospheric Sciences

The Reanalysis for the Global Ensemble Forecast System, Version 12

Thomas M. Hamill, Jeffrey S. Whitaker, Anna Shlyaeva, Gary Bates, Sherrie Fredrick, Philip Pegion, Eric Sinsky, Yuejian Zhu, Vijay Tallapragada, Hong Guan, Xiaqiong Zhou, Jack Woollen

Summary: NOAA has developed a global reanalysis dataset for initializing ensemble forecasts, with higher quality than previous reanalysis systems but slightly lower than the preoperational version of the real-time data assimilation system.

MONTHLY WEATHER REVIEW (2022)

Article Engineering, Civil

Experimental investigation of roll-formed aluminium lipped channel beams subjected to combined bending and web crippling

Anh-Vy Nguyen, Shanmuganathan Gunalan, Poologanathan Keerthan, Hong Guan, Sanam Aghdamy

Summary: Aluminium lipped channel (ALC) beams are becoming popular in construction due to their durability and high strength-to-weight ratio. However, their lower elastic modulus compared to steel makes them susceptible to buckling under shear, web crippling, and bending actions. Previous research focused on the isolated structural behavior of ALC beams under individual actions, but practical applications require investigation of their behavior under combined actions to develop rational design rules. A recent study at Griffith University examined the behavior and design of ALC beams subjected to combined bending and shear actions, with a specific focus on web crippling. Experimental tests were conducted to determine the interaction levels between bending moment and web crippling strengths, comparing the results with current design rules to verify their accuracy.

THIN-WALLED STRUCTURES (2022)

Article Dentistry, Oral Surgery & Medicine

Rates of oropharyngeal cancer continue to rise steeply amongst Australian men

Ka Ming Fan, Samuel Sprague, Ping Zhang, Anura Ariyawardana, Newell W. Johnson

Summary: This study analyzed the trends in the incidence of oropharyngeal cancers (OPC) in Australia from 1982 to 2017. The results showed a significant increase in the age-standardized incidence rate of OPC, particularly in men. The rise in incidence was attributed to increased oral sex practices and continued alcohol and tobacco exposure. The most common subsites affected were the base of the tongue and oropharynx.

ORAL DISEASES (2023)

Article Meteorology & Atmospheric Sciences

Quantify the Coupled GEFS Forecast Uncertainty for the Weather and Subseasonal Prediction

Yuejian Zhu, Bing Fu, Bo Yang, Hong Guan, Eric Sinsky, Wei Li, Jiayi Peng, Xianwu Xue, Dingchen Hou, Xin-Zhong Liang, Sanghoon Shin

Summary: The Global Ensemble Forecast System version 12 (GEFSv12) has been implemented into National Centers For Environmental Prediction operations since September 2020, which improved forecast skills in many categories by increasing horizontal resolution, ensemble members, and extended forecasts. The improvements were achieved through upgrades in model resolution, data assimilation, and stochastic schemes. Coupled GEFS experiments further improved sub-seasonal forecast skill by coupling atmospheric, land surface, ocean, ice, and wave models, reducing forecast uncertainties and improving correlation.

JOURNAL OF GEOPHYSICAL RESEARCH-ATMOSPHERES (2023)

Article Engineering, Civil

Punching and post-punching shear failure behaviors of laterally-restrained and eccentrically loaded flat plate slab-column joints with drop panels

Junkun Wang, Yi Li, Hong Guan, Youzhe Yang, Mengzhu Diao, Weibing Xu, Yanjiang Chen

Summary: The punching shear capacity and failure behavior of concrete flat plate slab-column joints with drop panels were studied. It was found that for a thick drop panel, punching failure occurred first at the slab-drop panel interface, followed by a second punching shear failure along the column perimeter; while for a thin drop panel, punching shear failure only occurred at the column perimeter. Numerical simulation revealed that larger eccentricities resulted in higher shear stresses and earlier damage. A post-punching strength prediction method was proposed, with predicted strengths deviating from experimental results by -16% and 23% for thick and thin drop panels, respectively.

ENGINEERING STRUCTURES (2023)

Article Engineering, Civil

Numerical Evaluation of Failure Mechanisms and Retrofitting of Connections in Mass Timber Buildings

Mahyar Masaeli, Hassan Karampour, Benoit P. P. Gilbert, Hong Guan, Arash Behnia, Nima Talebian

Summary: With the trend towards zero carbon construction, mass timber structures in the industry are gaining global acceptance. However, beam-to-column connections in these structures designed for shear actions may need to withstand moment actions and large deformations to meet building standards. This study uses finite element analysis to investigate the failure of a typical bolted connection due to large deformations and rotations, and proposes an economic retrofitting design solution using self-tapping screws. The analysis validates the proposed solution and demonstrates that proper arrangement of screws can enhance the moment-resisting capacity and ductility of the connection.

KSCE JOURNAL OF CIVIL ENGINEERING (2023)

Article Dentistry, Oral Surgery & Medicine

An overview of the burden of oral cancer in Sri Lanka and its inequalities in the face of contemporary economic and social malaise

Irosha Perera, Hemantha Amarasinghe, Ruwan D. Jayasinghe, Iresha Udayamalee, Nadeena Jayasuriya, Saman Warnakulasuriya, Newell W. Johnson

Summary: Oral cancer is the most common malignancy among Sri Lankan males and a top 10 cancer among females. Despite being preventable and controllable, contextual factors and social determinants consistently hinder progress in addressing oral cancer inequalities. This review aims to critically analyze oral cancer epidemiology and inequalities in Sri Lanka, using multiple data sources.

COMMUNITY DENTISTRY AND ORAL EPIDEMIOLOGY (2023)

Article Computer Science, Interdisciplinary Applications

Knowledge-enhanced graph neural networks for construction material quantity estimation of reinforced concrete buildings

Yifan Fei, Wenjie Liao, Xinzheng Lu, Hong Guan

Summary: In this study, a novel graph neural network (GNN) is proposed for the estimation of construction material quantity (CMQ) in structural design. The GNN is capable of automatically extracting features from all CMQ-related information, unlike existing data-driven methods. By incorporating a prior knowledge inclusion strategy, the GNN avoids fundamental errors encountered by purely data-driven methods. Numerical experiments show that the proposed CMQ estimation method outperforms existing data-driven methods in terms of accuracy and is significantly faster. This study is expected to have a positive impact on the objective evaluation of computer-aided design, promoting the adoption of low-cost and low-carbon-emission building designs.

COMPUTER-AIDED CIVIL AND INFRASTRUCTURE ENGINEERING (2023)

Article Engineering, Civil

Progressive collapse analysis of precast reinforced concrete beam-column assemblies with different dry connections

Zidong Zhao, Xiaowei Cheng, Yi Li, Mengzhu Diao, Hong Guan, Yi An

Summary: This study investigates the collapse resistance behavior of beam-column joints using dry connections. Results show that the strengthened top-seat angle connection improves resistance to beam flexural and compressive arch action (B-CAA), but reduces ductility. The presence of unbonded post-tensioning tendons significantly enhances the collapse resistance of the joints.

ENGINEERING STRUCTURES (2023)

Article Engineering, Civil

FRP retrofit for RC frame substructures against progressive collapse: Scheme optimisation and resistance calculation

Yudi Zhang, Xiaowei Cheng, Mengzhu Diao, Yi Li, Hong Guan, Hailin Sun

Summary: Fibre-reinforced polymer (FRP) strips are widely used for retrofitting reinforced concrete (RC) frame structures to improve their resistance against progressive collapse. However, existing FRP retrofitting schemes may lead to an undesirable strong-beam weak-column mechanism in seismic scenarios. This study optimized existing FRP retrofitting schemes using numerical investigation and identified effective schemes that improve the structural performance against progressive collapse at large deformations while maintaining the strong-column weak-beam mechanism during seismic events. Based on parametric analyses, analytical methods were proposed to calculate the strength of FRP retrofitted RC frames under a catenary mechanism, allowing for the design of such structures.

ENGINEERING STRUCTURES (2023)

Article Construction & Building Technology

Strain Rate Effect on the Embedment Mechanical Properties and Fracture Behavior of Softwood Laminated Veneer Lumbers: Implications to Timber Connections

Xinyi Cheng, Benoit P. P. Gilbert, Chunhao Lyu, Hong Guan

Summary: This paper experimentally investigated the influence of strain rate on mechanical properties affecting the design of timber connections. Results showed that embedment stiffness and strength increased under dynamic strain rates, while embedment ductility decreased. Fracture energies and tension strength perpendicular to grain were mostly unaffected. The influence of strain rate on timber connections was further analyzed using experimental data and showed that dynamic strength can be higher, but dynamic ductility can be reduced.

JOURNAL OF STRUCTURAL ENGINEERING (2023)

Article Engineering, Mechanical

Dynamic characteristic analysis of rotating blade with breathing crack

Qian Xiong, Hong Guan, Hui Ma, Zhiyuan Wu, Xumin Guo, Weiwei Wang

Summary: This study proposes a nonlinear dynamic model for a rotating cracked blade considering the breathing effect, and a new crack fault diagnosis indicator is also proposed. Verification and analysis show that the severity of the crack affects the energy response, and vibration characteristic parameters can be effectively used for crack fault diagnosis.

MECHANICAL SYSTEMS AND SIGNAL PROCESSING (2023)

Article Construction & Building Technology

Semi-supervised learning method incorporating structural optimization for shear-wall structure design using small and long-tailed datasets

Yifan Fei, Wenjie Liao, Xinzheng Lu, Ertugrul Taciroglu, Hong Guan

Summary: Intelligent structural design based on machine learning is a novel design paradigm, but its performance is limited by the quality and quantity of training data. This study proposes a semi-supervised learning method to address data insufficiencies and long-tailed data distributions for shear-wall layout optimization, achieving improved design performance.

JOURNAL OF BUILDING ENGINEERING (2023)

Proceedings Paper Construction & Building Technology

Load-Resistant Mechanism and Failure Behaviour of RC Flat Plate Slab-Column Joints Under Concentric and Eccentric Loading

Mengzhu Diao, Hong Guan, Huizhong Xue, Yi Li, Xinzheng Lu

Summary: This study investigates the load-resisting and deformation capacities of reinforced concrete flat plate structures under punching shear and post-punching failure conditions. The results show that the punching shear capacity is determined by the geometric dimensions of the slab, while the post-punching strength is primarily regulated by the integrity rebars going through the column.

PROCEEDINGS OF THE 17TH EAST ASIAN-PACIFIC CONFERENCE ON STRUCTURAL ENGINEERING AND CONSTRUCTION, EASEC-17 2022 (2023)

No Data Available