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Related Concept Videos

Microcracking in Concrete01:20

Microcracking in Concrete

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Microcracking in concrete refers to the tiny cracks that can form within the material even before any external load is applied. These microcracks typically occur at the interface between the coarse aggregate and the hydrated cement paste, often as a result of differential volume changes prompted by variations in stress-strain behavior, as well as thermal and moisture movement. Initially, these microcracks remain stable and do not grow substantially until the concrete is stressed to about 30...
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Types of Building Separation Joints01:23

Types of Building Separation Joints

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Building separation joints divide large or complex building structures into smaller, discrete units that can move independently. These joints are categorized into three types: volume-change joints, settlement joints, and seismic separation joints.
Volume-change joints address the effects of expansion and contraction due to temperature and moisture variations. They are strategically placed at discontinuities in a building's mass where cracking is most likely and are spaced about 150 to 200...
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Shrinkage in Concrete01:27

Shrinkage in Concrete

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Shrinkage in concrete is primarily due to water loss from evaporation, hydration of cement, or carbonation, leading to a reduction in volume. The volumetric contraction results in volumetric strain in concrete. However, in practice, shrinkage is measured as linear strain, which is one-third of the volumetric strain.
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Behavior of Concrete Under Compressive Load01:23

Behavior of Concrete Under Compressive Load

158
Concrete exhibits specific behaviors under different compressive loads. Understanding this is crucial for understanding its structural integrity. When concrete undergoes uniaxial compression, it tends to develop cracks that run parallel to the direction of the force. These parallel cracks stem from localized tensile stresses that occur perpendicular to the compression direction. Additionally, angled cracks may appear due to the formation of shear planes.
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Indeterminate Structure01:18

Indeterminate Structure

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Indeterminate structures refer to structures where internal forces and reactions cannot be determined using only the equations of static equilibrium.  Indeterminate structures have more unknown forces and reaction forces than equations of static equilibrium that can be used to determine them. Indeterminate structures are often used in engineering to create complex, efficient, and aesthetically pleasing structures. There are various types of indeterminate structures used in engineering and...
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Stability of structures01:14

Stability of structures

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In mechanical engineering, the stability of systems under various forces is critical for designing durable and efficient structures. One fundamental way to explore these concepts is by analyzing systems like two rods connected at a pivot point, O, with a torsional spring of spring constant k at the pivot point. This system is similar in appearance to a scissor jack used to change tires on a car. In this case, the arms of the linkage (equivalent to the rods in this system) are entirely vertical,...
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Breaking continuity to prevent catastrophic building collapse.

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Determination of the Mechanical Properties of Flexible Connectors for Use in Insulated Concrete Wall Panels
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Arresting failure propagation in buildings through collapse isolation.

Nirvan Makoond1, Andri Setiawan1, Manuel Buitrago1

  • 1ICITECH, Universitat Politècnica de València, Valencia, Spain.

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|May 15, 2024
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New building design prevents catastrophic collapse by strategically failing specific elements, isolating damage after initial failures. This approach enhances structural resilience and safety, offering a last line of defense against progressive collapse.

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Area of Science:

  • Structural Engineering
  • Civil Engineering
  • Disaster Mitigation

Background:

  • Catastrophic building collapses often result from the propagation of local failures.
  • Current designs focus on increased component connectivity to redistribute loads, but this can worsen collapse propagation during large initial failures.

Purpose of the Study:

  • To present an original design approach to arrest collapse propagation after major initial failures.
  • To enhance the resilience of buildings against progressive collapse.

Main Methods:

  • Developed a novel design strategy that intentionally fails specific elements before critical components.
  • Conducted unique experimental tests on a full-scale building to validate the approach.
  • Simulated the effects of increased connectivity versus the proposed design under large initial failures.

Main Results:

  • The proposed design successfully arrested collapse propagation by separating the structural system.
  • Demonstrated that current increased connectivity guidelines could lead to total collapse under similar failure scenarios.
  • Experimental tests confirmed the effectiveness of the new approach in isolating collapse.

Conclusions:

  • The novel design approach provides a last line of defense against progressive collapse.
  • This method enhances building resilience by controlling failure propagation.
  • The findings challenge current design practices and offer a safer alternative for critical structures.