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Related Concept Videos

Residual Stresses01:26

Residual Stresses

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Residual stresses reside in a structure even after removing the original stress inducer. This phenomenon often arises from varied plastic deformations across different parts of a structure. Consider a rod stretched beyond its yield point. It will not regain its original length due to permanent deformation. Even after load removal, the rod does not entirely lose stress because of uneven plastic deformations, resulting in residual stresses. The computation of these stresses in structures is...
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Design Consideration01:22

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Designing a structure involves a series of considerations, primarily the material's ultimate strength, calculated through tests that measure changes under increased force until the material reaches its breaking point or limit. The ultimate load, where the material breaks, is divided by its original cross-sectional area, resulting in the ultimate normal stress or strength. The ultimate shearing stress is another significant factor taken into account.
The factor of safety is another key...
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Stress prevention and management are crucial for maintaining well-being and building resilience. Techniques to manage stress include cultivating qualities like conscientiousness, a sense of personal control, and self-efficacy. Each of these traits significantly reduces stress and promotes healthier lifestyle choices and outcomes.
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Impact Loading01:19

Impact Loading

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Impact loading occurs when a moving object collides with a stationary structure, such as a rod with a uniform cross-sectional area fixed at one end. Under these conditions, the rod absorbs the kinetic energy from the striking object, leading to deformation and subsequent stress development. As the rod returns to its original position and reaches maximum stress, the absorbed energy, initially manifested as kinetic energy, transforms entirely into strain energy.
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Principal Stresses: Problem Solving01:15

Principal Stresses: Problem Solving

476
When analyzing two planes intersecting at right angles under the influence of shearing, tensile, and compressive stresses, it is essential to identify principal planes, maximum shearing stress, and principal stresses. To find the principal planes, apply a formula that equates them to twice the shearing stress divided by the difference between tensile and compressive stresses.
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Unrealistic Optimism Bias01:30

Unrealistic Optimism Bias

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Unrealistic optimism bias is the tendency to overestimate the likelihood of positive outcomes. This cognitive bias makes individuals believe they are less likely to experience failures, setbacks, or risks and more likely to succeed than others. For example, people may assume they are less prone to health issues, accidents, or financial struggles than their peers, even when they share similar risk factors.One key component of this bias is the above-average effect, where individuals perceive...
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Related Experiment Video

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Author Spotlight: Unveiling Mechanisms of Stress Resilience - Significant Findings, Advancements, and Future Research
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Toward General Principles for Resilience Engineering.

David J Yu1,2,3, Michael L Schoon4,5, Jason K Hawes6,7

  • 1Lyles School of Civil Engineering, Purdue University, West Lafayette, IN, USA.

Risk Analysis : an Official Publication of the Society for Risk Analysis
|May 15, 2020
PubMed
Summary
This summary is machine-generated.

This study identifies key principles for enhancing the resilience of infrastructure systems against unforeseen risks. It synthesizes knowledge from resilience engineering and social-ecological systems to offer updated, interconnected resilience-building strategies.

Keywords:
Adaptive management and governanceprinciples for resilience engineeringself-organizationsocial-ecological system resilience

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Area of Science:

  • Infrastructure Systems Resilience
  • Organizational Resilience
  • Risk Management

Background:

  • Infrastructure-dependent systems face significant challenges from unpredictable risks and surprises.
  • Existing research in resilience engineering identifies first-order qualities but lacks clarity on supporting conditions.
  • A comprehensive understanding of how conditions co-occur to foster resilience is needed.

Purpose of the Study:

  • To identify a more comprehensive set of principles for building general resilience in infrastructure-dependent systems.
  • To integrate and synthesize knowledge from resilience engineering and social-ecological system resilience.
  • To clarify the interdependencies and co-occurrence of resilience-enhancing principles.

Main Methods:

  • Comparative analysis and synthesis of two research streams: resilience engineering and social-ecological system resilience.
  • Organization and integration of scattered notions from existing literature.
  • Identification of overlapping and nuanced differences in resilience principles across fields.

Main Results:

  • An updated and expanded set of principles for enhancing the resilience of infrastructure-dependent systems.
  • Demonstration of how these principles can co-occur and interact.
  • Identification of nuanced differences and overlaps between resilience engineering and social-ecological system resilience principles.

Conclusions:

  • Fostering specific organizational qualities is crucial for system resilience.
  • An integrated approach, synthesizing diverse resilience research, provides a more robust framework.
  • Understanding the interdependencies of resilience principles is key to effective implementation in infrastructure systems.