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Related Concept Videos

Bending01:10

Bending

279
Pure bending is a fundamental concept in structural mechanics, essential for understanding how materials deform under symmetrical loads without direct forces. Pure bending occurs when prismatic members, such as beams, are subjected to equal and opposite moments that induce bending. The phenomenon is crucial as it allows for predicting stress distributions without the influence of axial or shear forces.
In pure bending, the bending stress in a beam is calculated based on the bending moment and...
279
Unsymmetric Bending01:18

Unsymmetric Bending

338
Unsymmetrical bending occurs when the bending moment applied to a structural member does not align with its principal axis. This misalignment leads to complex stress distributions and deflection patterns that differ from those in symmetrical bending, and are essential for designing structures to withstand different loading conditions. In unsymmetrical bending, the neutral axis—where stress is zero—does not necessarily align with the geometric axes of the cross-section. The...
338
Unsymmetric Bending - Angle of Neutral Axis01:15

Unsymmetric Bending - Angle of Neutral Axis

312
Unsymmetrical bending occurs when a structural member is subjected to bending moments in a plane that does not align with the member's principal axes. This scenario typically arises in beams and other structural components when loads are applied at non-ideal angles, introducing complexities in stress analysis.
When a bending moment is applied at an angle θ concerning the vertical axis of a symmetrical member, it can be resolved into components along the member's principal...
312
Bending of Curved Members - Strain Analysis01:14

Bending of Curved Members - Strain Analysis

138
The mechanics of deformation in curved members, such as beams or arches, under bending moments, involve complex responses. When such a member, symmetric about the y-axis and shaped like a segment of a circle centered at point C, is subjected to equal and opposite forces, its curvature and surface lengths change significantly. This alteration results in the shift of the curvature's center from C to C', indicating a tighter curve.
The important part of bending analysis for such a member...
138
General Case of Eccentric Axial Loading01:12

General Case of Eccentric Axial Loading

187
Unsymmetrical bending occurs when the bending moment applied to a structural member does not align with its principal axis. This misalignment leads to complex stress distributions and deflection patterns that differ from symmetrical bending, which are essential for designing structures to withstand different loading conditions.
Consider a member subjected to equal and opposite forces that are applied along a line that does not coincide with the member's neutral axis. In unsymmetrical...
187
Bending of Material: Problem Solving01:09

Bending of Material: Problem Solving

189
In this lesson, determine the ratio of the maximum bending moments applied to two metal pipes, given that both pipes can withstand a maximum stress of 100 MPa. Both pipes have an outer radius of 1.8 cm. Pipe A has an inner radius of 1.5 cm, and Pipe B has an inner radius of 1 cm. The ratio of the maximum bending moment applied to two metallic pipes, each with a different inner and outer radius, is determined by considering their dimensions. The inner radius of the first pipe is 1.5 cm, and for...
189

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Updated: Jul 9, 2025

Author Spotlight: Enhancing Accuracy and Reproducibility in Whole Bone Bending Tests
04:20

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Published on: September 1, 2023

851

How Do You Like Your Justice, Bent or Unbent?

Lars J K Moen1

  • 1University of Vienna, Vienna, Austria.

Moral Philosophy and Politics
|November 28, 2023
PubMed
Summary

This study critiques David Estlund's "Utopophobia," arguing that principles of justice should not be bent to fit human motivation. It proposes a substantive critique of "bent justice" by examining John Rawls's reasons for bending justice principles.

Area of Science:

  • Political Philosophy
  • Ethics
  • Social Justice Theory

Background:

  • David Estlund's "Utopophobia" posits that justice principles are immune to motivational limitations.
  • Estlund rejects adapting justice to human motivation for practical institutional application.
  • This perspective challenges the conventional view of justice requiring practical feasibility.

Purpose of the Study:

  • To present a substantive critique of
  • bent justice
  • a concept where justice principles are adapted to human motivation.
  • To challenge Estlund's argument by focusing on the reasons for making justice principles sensitive to motivational constraints.
  • To offer a new perspective on the debate surrounding the practical application of justice.

Main Methods:

Keywords:
EstlundRawlsjusticeutopophobiaverbal dispute

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  • Philosophical analysis of Estlund's arguments in "Utopophobia."
  • Examination of the concept of
  • bent justice
  • and its reliance on motivational factors.
  • Focus on John Rawls's philosophical framework for justice and his reasons for adapting principles.

Main Results:

  • Estlund's critique of
  • bent justice
  • is characterized as a verbal dispute, not a substantive one.
  • The paper argues that Estlund fails to adequately challenge the reasons for adapting justice to motivational limitations.
  • A substantive critique of
  • bent justice
  • is proposed by analyzing Rawls's approach.

Conclusions:

  • Estlund's rejection of bending justice principles to motivation is not substantively argued against those who prioritize practical function.
  • The paper suggests that the debate over
  • bent justice
  • requires a deeper engagement with the justifications for motivational sensitivity.
  • A more robust critique of
  • bent justice
  • can be developed by analyzing the foundational reasons for its adaptation, as seen in Rawls's work.