Long Term Performance Test of Low Span Low Cost Masonry Slab (without reinforcement) under Static Load, Repeated Load and Impact

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M. Jobaer Hasan
M. Jobaer Hasan
σ
Mahzabin Afroz
Mahzabin Afroz
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M. M. Hossain
M. M. Hossain
α Khulna University of Engineering and Technology

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Long Term Performance Test of Low Span Low Cost Masonry Slab (without reinforcement) under Static Load, Repeated Load and Impact

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Abstract

In residential buildings, low cost is a vital demand. Slab made of brick module with or without beam is found to be practiced locally. Moreover brick masonry slab is easy to construct and durable with respect to fire proofing and corrosion if nominal or zero reinforcement is possible. Therefore a study was under taken in the Department of Civil Engineering, KUET to investigate the long-term performance of brick masonry slab of dimensions 1.52m × 3.65m, with a slab thickness of 75mm. Tests were performed subjected to static, repeated and impact loading system. Test results revealed that brick masonry slab did not failed and no crack were observed though it was loaded by a uniform pressure of 12kN/m2. Similar phenomena were observed when repeated load up to12kN/m2 was imposed on the slab. However punching shear failure was observed when an impact load was applied 9 times by a hammer of 23kg of 1m free fall. Combined failure both in joint and brick module was observed.

References

7 Cites in Article
  1. M Hossain,S Ali,A M Rahman (1997). Properties of Masonry Constituents.
  2. P Dayaratnam (1988). Brick and Reinforced Brick Structures.
  3. S Kumar (2005). Treasure of R.C.C. Design.
  4. Z Siddiqi,M Ashraf (2000). Experimetal Investigation on Reinforced-Brick Slabs.
  5. L Rabbani,F Nahid (2006). Study on Masonry Slab" Under-garduate Thesis.
  6. A Pytel,L F Singer (1999). Horizons in Biochemistry and Biophysics (Volume 1).
  7. S Rosenhaupt (1962). Experimental Study on Masonry Walls on Beams.

Funding

No external funding was declared for this work.

Conflict of Interest

The authors declare no conflict of interest.

Ethical Approval

No ethics committee approval was required for this article type.

Data Availability

Not applicable for this article.

How to Cite This Article

M. Jobaer Hasan. 2013. \u201cLong Term Performance Test of Low Span Low Cost Masonry Slab (without reinforcement) under Static Load, Repeated Load and Impact\u201d. Global Journal of Research in Engineering - E: Civil & Structural GJRE-E Volume 13 (GJRE Volume 13 Issue E5): .

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Journal Specifications

Crossref Journal DOI 10.17406/gjre

Print ISSN 0975-5861

e-ISSN 2249-4596

Version of record

v1.2

Issue date

August 2, 2013

Language
en
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In residential buildings, low cost is a vital demand. Slab made of brick module with or without beam is found to be practiced locally. Moreover brick masonry slab is easy to construct and durable with respect to fire proofing and corrosion if nominal or zero reinforcement is possible. Therefore a study was under taken in the Department of Civil Engineering, KUET to investigate the long-term performance of brick masonry slab of dimensions 1.52m × 3.65m, with a slab thickness of 75mm. Tests were performed subjected to static, repeated and impact loading system. Test results revealed that brick masonry slab did not failed and no crack were observed though it was loaded by a uniform pressure of 12kN/m2. Similar phenomena were observed when repeated load up to12kN/m2 was imposed on the slab. However punching shear failure was observed when an impact load was applied 9 times by a hammer of 23kg of 1m free fall. Combined failure both in joint and brick module was observed.

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Long Term Performance Test of Low Span Low Cost Masonry Slab (without reinforcement) under Static Load, Repeated Load and Impact

M. Jobaer Hasan
M. Jobaer Hasan Khulna University of Engineering and Technology
Mahzabin Afroz
Mahzabin Afroz
M. M. Hossain
M. M. Hossain

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