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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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Experimental Characteristics of Dry Stack Masonry under Compression and Shear Loading.

Kun Lin1, Yuri Zarevich Totoev2, Hongjun Liu3

  • 1Shenzhen Engineering Lab for Wind Environment and Technology, Shenzhen Key Lab of Urban & Civil Engineering Disaster Prevention & Reduction, Shenzhen Graduate School, Harbin Institute of Technology, Shenzhen 518055, China. linkun.hit@gmail.com.

Materials (Basel, Switzerland)
|August 11, 2017
PubMed
Summary

Dry stack masonry (DSM) exhibits unique compression and shear behaviors due to infill-frame interactions. This research details its reduced elastic modulus and shear failure characteristics, offering valuable data for structural analysis.

Keywords:
Mohr-Coulomb criteriondry stack masonryexperimentshear-compression behavioruniaxial compression behavior

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Area of Science:

  • Structural Engineering
  • Materials Science
  • Civil Engineering

Background:

  • Dry stack masonry (DSM) behavior is complex, influenced by infill-frame interactions and brick joint behavior.
  • Further research is needed to fully understand the mechanical properties of DSM.

Purpose of the Study:

  • To investigate the compression and shear behaviors of dry stack masonry (DSM).
  • To analyze the influence of various loads on the shear-compression behavior of DSM.

Main Methods:

  • Compression tests on masonry prisms with mortar (MP_m) and DSM prisms (MP_ds).
  • 36 shear-compression tests under cyclic loads on DSM specimens.

Main Results:

  • DSM prisms showed an initial upward concave stress-strain relationship, a 15% reduction in compression strength, and over a 62% reduction in elastic modulus compared to MP_m.
  • The Mohr-Coulomb friction law effectively models dry joint failure at moderate stress levels.
  • Varying friction coefficients under different load amplitudes are significant and cannot be overlooked.

Conclusions:

  • DSM exhibits distinct mechanical properties compared to traditional masonry, particularly in its elastic response.
  • The Mohr-Coulomb model is applicable to DSM shear failure, but friction coefficient variability must be considered.
  • Experimental data provides a foundation for future research on DSM behavior and design.