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Related Concept Videos

Plastic Deformations01:14

Plastic Deformations

84
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...
84
Temperature Dependent Deformation01:12

Temperature Dependent Deformation

143
In a nonhomogeneous rod made up of steel and brass, restrained at both ends and subjected to a temperature change, several steps are involved in calculating the stress and compressive load. Due to the problem's static indeterminacy, one end support is disconnected, allowing the rod to experience the temperature change freely. Next, an unknown force is applied at the free end, triggering deformations in the rod's steel and brass portions. These deformations are then calculated and added...
143
Plastic Behavior01:21

Plastic Behavior

192
A material's elastic behavior is characterized by the disappearance of stress once the load is removed, allowing the material to return to its original state. However, when stress surpasses the yield point, yielding commences, marking the onset of plastic deformation or permanent set. This change from elastic to plastic behavior is influenced by the peak stress value and the duration before the load is removed. An intriguing observation occurs when a specimen is loaded, unloaded, and...
192
Stress-Strain Diagram - Ductile Materials01:24

Stress-Strain Diagram - Ductile Materials

652
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...
652
Deformation of Member under Multiple Loadings01:11

Deformation of Member under Multiple Loadings

159
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...
159
Relation between Poisson's ratio, Modulus of Elasticity and Modulus of Rigidity01:15

Relation between Poisson's ratio, Modulus of Elasticity and Modulus of Rigidity

253
Deformation occurs in axial and transverse directions when an axial load is applied to a slender bar. This deformation impacts the cubic element within the bar, transforming it into either a rectangular parallelepiped or a rhombus, contingent on its orientation. This transformation process induces shearing strain. Axial loading elicits both shearing and normal strains. Applying an axial load instigates equal normal and shearing stresses on elements oriented at a 45° angle to the load axis.
253

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Post-failure deformation mode switching in volcanic rock.

Jamie I Farquharson1,2, Michael J Heap3,4, Lucille Carbillet5

  • 1Institute for Research Administration, Niigata University, Ikarashi 2-8050, Nishi-ku, Niigata 950-2181, Japan.

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|August 29, 2024
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Summary

Porous rocks can switch between compaction and dilation after failure. These transitions significantly impact fluid flow and heat transfer in crustal systems.

Keywords:
andesitebrittle-ductile transitioncompactiondilatancypermeabilityrock deformation

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Area of Science:

  • Geophysics
  • Rock Mechanics
  • Material Science

Background:

  • Porous rocks exhibit dilatant or compactant inelastic deformation beyond a threshold compressive stress.
  • Understanding physical property responses to deformation is crucial for crustal mass and heat transport, and pressure evolution.
  • Transitions between dilatancy and compaction (failure modes) are observed but understudied.

Purpose of the Study:

  • To investigate complex post-failure deformation behavior in porous rocks.
  • To elucidate the mechanisms driving transitions between compaction and dilation.
  • To understand the impact of these transitions on rock physical properties.

Main Methods:

  • Performed targeted mechanical deformation experiments on porous andesites.
  • Investigated a sample suite and effective pressure range straddling positive and negative volumetric responses to compression.
  • Analyzed changes in physical properties, particularly permeability, following deformation.

Main Results:

  • Identified two post-failure critical stress states: compaction-to-dilation and dilation-to-compaction transitions.
  • Demonstrated that multiple deformation mode switches can occur under shallow crustal conditions.
  • Observed a two-order-of-magnitude increase in permeability for samples undergoing dilatant-to-compactant failure, despite minor volumetric change.

Conclusions:

  • Post-failure deformation mode switching is significant in shallow crustal settings.
  • Dilatant-to-compactant failure mode switching dramatically enhances permeability, impacting solute and heat transfer.
  • These phenomena are critical for understanding fluid pressure evolution in volcanic environments.