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Stress Concentrations01:24

Stress Concentrations

Stress concentration is when stress intensifies near discontinuities such as holes or abrupt cross-sectional changes in a structural member. This localized stress can often surpass the average stress within the member. The stress distribution in flat bars, either with a circular hole or varying widths connected by fillets, can be determined experimentally using a photoelastic method. The results are based on ratios of geometric parameters like the ratio of the hole's radius to the smaller width...
Plastic Deformations of Members with a Single Plane of Symmetry01:21

Plastic Deformations of Members with a Single Plane of Symmetry

When a structural member undergoes plastic deformation due to bending, it is crucial to understand the position of the neutral axis and the stress distribution. This member, characterized by a single plane of symmetry, exhibits a uniform stress distribution, with negative stress above the neutral axis and positive stress below. Notably, the neutral axis does not align with the centroid of the cross-section. This misalignment is typical in cases where the cross-section is not rectangular or...
Plastic Deformations01:14

Plastic Deformations

It is essential to understand how structural members behave under plastic deformation when the bending stress exceeds the material's yield strength. This state of deformation permanently alters the shape of the member, in contrast to the linear elastic behavior observed before yielding. The strain at any point in the member is expressed in terms of maximum strain. Notably, the neutral axis, which coincides with the centroid during elastic bending, shifts away from the centroid under plastic...
Deformation of Member under Multiple Loadings01:11

Deformation of Member under Multiple Loadings

When a rod is made of different materials or has various cross-sections, it must be divided into parts that meet the necessary conditions for determining the deformation. These parts are each characterized by their internal force, cross-sectional area, length, and modulus of elasticity. These parameters are then used to compute the deformation of the entire rod.
In the case of a member with a variable cross-section, the strain is not constant but depends on the position. The deformation of an...
Three-Dimensional Analysis of Strain01:29

Three-Dimensional Analysis of Strain

Three-dimensional strain analysis is crucial for understanding how materials deform under stress, particularly in elastic, homogeneous materials. This method employs principal stress axes to simplify complex stress states into more understandable forms. Subjected to stress, a small cubic element within a material either expands or contracts along these axes, transforming into a rectangular parallelepiped. This transformation effectively illustrates the material's deformation. The principal...
Shear and Bending Moment Diagram: Problem Solving01:24

Shear and Bending Moment Diagram: Problem Solving

When analyzing a beam supporting concentrated loads and a distributed load, drawing the shear and bending moment diagrams is essential. These diagrams help understand the internal forces and moments acting on the beam, which is crucial for designing safe and efficient structures. Follow these steps to create the shear and bending moment diagrams:
Draw a Free-Body Diagram: Start by drawing a free-body diagram of the entire beam, including the concentrated loads, distributed load, and reaction...

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Related Experiment Video

Updated: Jun 16, 2026

A Method to Study the Correlation Between Local Collagen Structure and Mechanical Properties of Atherosclerotic Plaque Fibrous Tissue
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Structural damage identification in plates via nonlinear structural intensity maps.

Fabio Semperlotti1, Stephen C Conlon

  • 1Department of Aerospace Engineering, The Pennsylvania State University, State College, Pennsylvania 16802, USA. fus119@psu.edu

The Journal of the Acoustical Society of America
|February 9, 2010
PubMed
Summary
This summary is machine-generated.

This study introduces a nonlinear structural intensity method to detect defects by analyzing nonlinear vibration behavior. The technique visualizes nonlinear defects in structures like riveted joints.

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Area of Science:

  • Mechanical Engineering
  • Vibrational Analysis
  • Nonlinear Dynamics

Background:

  • Defect identification in structures often relies on linear vibration analysis, which may miss nonlinear behaviors.
  • Nonlinear phenomena, such as those in loosened fasteners, can indicate critical structural degradation.
  • Existing methods may struggle to precisely locate and characterize defects exhibiting complex dynamic responses.

Purpose of the Study:

  • To present a novel nonlinear structural intensity concept for defect identification.
  • To investigate the nonlinear dynamic response of a riveted joint with loosened fasteners.
  • To develop an experimental method for visualizing and characterizing nonlinear defects.

Main Methods:

  • Investigated nonlinear structural dynamic response using elastic waves with dominant bending components.
  • Analyzed nonlinear contact between a plate and a stiffener in a riveted joint.
  • Evaluated experimental structural intensity maps at super-harmonic frequencies.

Main Results:

  • Demonstrated that nonlinear structural intensity can identify defects with nonlinear vibration behavior.
  • Observed a dynamic response rich with nonlinear harmonics due to nonlinear contact.
  • Successfully characterized and visualized nonlinear defects using the developed technique.

Conclusions:

  • The proposed nonlinear structural intensity concept is effective for detecting and visualizing nonlinear defects.
  • This method offers an experimental approach to characterize complex structural issues in components like riveted joints.
  • The technique provides a powerful tool for non-destructive testing and structural health monitoring.