Related Experiment Video
Updated: Dec 2, 2025

05:26
Determination of the Mechanical Properties of Flexible Connectors for Use in Insulated Concrete Wall Panels
Published on: October 19, 2022
1.9K
Breaking the stress with a non-rigid connector
Priyanka Rani1, Puja Malhotra1
1Department of Prosthodontics, SGT University, Gurugram, Haryana, India.
The Nigerian Postgraduate Medical Journal
|November 6, 2020
Summary
This study explores using non-rigid connectors (NRC) for fixed partial dentures (FPD) with pier abutments. This method offers a stress-breaking solution to improve restoration longevity and reduce complications.
Area of Science:
- Dentistry
- Prosthodontics
- Dental Materials
Background:
- Conventional fixed partial dentures (FPD) with rigid connectors on pier abutments are prone to debonding, microleakage, and caries.
- Modern prosthodontics emphasizes preserving remaining tooth structure.
- Pier abutments present unique challenges for FPD stability and longevity.
Observation:
- A case report details rehabilitating a patient with a pier abutment in the upper posterior region.
- The restoration utilized a fixed partial denture (FPD) with an inverted key-keyway type non-rigid connector (NRC).
- This approach allows independent movement between anterior and posterior segments, acting as a stress breaker.
Findings:
- The non-rigid connector (NRC) design effectively managed stress distribution in the presence of a pier abutment.
- The inverted key-keyway NRC provided a stable yet flexible connection, mitigating risks associated with rigid connectors.
- Clinical follow-up up to 11 months demonstrated the viability of this rehabilitation technique.
Implications:
- Non-rigid connectors (NRC) represent a promising alternative for fixed partial denture (FPD) restorations involving pier abutments.
- This technique may enhance the long-term success of dental restorations by reducing mechanical complications.
- Further research into NRC designs could optimize stress-breaking capabilities in complex prosthetic cases.
Related Concept Videos
Applications of Stress
511
Consider a structure made of a boom and a rod designed to support a load. These two components are connected by a pin and stabilized by brackets and pins. The boom and the rod are detached from their supports to assess the different stresses imposed on this structure, and a free-body diagram is drawn. Then, all the forces applied, including the load acting on the structure, are identified. The reaction forces exerted on both the boom and the rod are computed using the equilibrium equations.
The...
The...
511
Stress Concentrations in Circular Shafts
394
Consider the elastic torsion formula, which applies to a circular shaft with a consistent cross-section. This formula assumes that the shaft's ends are loaded with rigid plates firmly attached. However, in many cases, torques are applied to the shaft through mechanisms like flange couplings or gears, which are connected by keys inserted into keyways. This application method modifies the stress distribution near the point of torque application, causing it to deviate from the distributions...
394
Stresses in a Shaft
697
The shaft PQ is subjected to a twisting force when equal and opposite torques are applied on either side. A section that cuts perpendicular to the shaft's axis at any arbitrary point R is examined to understand this. When the free-body diagram of the QR segment is analyzed, it reveals the shearing forces exerted by the PR portion onto the QR segment as the shaft experiences twisting.
Applying equilibrium conditions to the QR segment establishes that the internal shearing forces within the...
Applying equilibrium conditions to the QR segment establishes that the internal shearing forces within the...
697
Flexural Stress
542
When analyzing bending in symmetric members, it's crucial to understand how stresses distribute when subjected to bending moments. This stress distribution is effectively described by applying fundamental mechanics and material science principles, particularly Hooke's Law for elastic materials.
Hooke's Law states that within the material's elastic limits, stress is directly proportional to strain. In a member experiencing a bending moment, the strain at any point is relative to its distance...
Hooke's Law states that within the material's elastic limits, stress is directly proportional to strain. In a member experiencing a bending moment, the strain at any point is relative to its distance...
542
Stresses under Combined Loadings
348
When analyzing a bent tube with a circular cross-section subjected to multiple forces, it is crucial to determine the stress distribution in order to maintain structural integrity under varied load conditions.
The process begins by slicing the tube at critical points and analyzing the internal forces and stress components at these sections, focusing on the centroid. Normal stresses, generated by axial forces and bending moments, are either compressive or tensile and vary across the section from...
The process begins by slicing the tube at critical points and analyzing the internal forces and stress components at these sections, focusing on the centroid. Normal stresses, generated by axial forces and bending moments, are either compressive or tensile and vary across the section from...
348
Stress-Strain Diagram - Ductile Materials
1.5K
The stress-strain relationship in ductile materials such as structural steel or aluminium is intricate and progresses through several stages. When a specimen is loaded, it initially exhibits a linear length increase, depicted by a steep straight line on the stress-strain diagram. It indicates the material is elastically deforming and will return to its original shape once unloaded. However, when a critical stress value is reached, plastic deformation begins. This stage sees substantial...
1.5K

