Punching Shear Strength of Self Compacted Ferrocement Slabs

This study aims to investigate the behavior and strength of self-compacted ferrocement slabs under punching shear load. Experimental results of thirteen square ferrocement slabs of 500×500 mm simply supported on all edges are presented.  The main parameters investigated include the volume fraction o...

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Main Authors: Abdulkhaliq Abdulyimah Jaafer, Instructor, Sa’ad Fahad Resan, Instructor
Format: Article
Language:English
Published: University of Baghdad 2015-02-01
Series:Journal of Engineering
Subjects:
Online Access:http://joe.uobaghdad.edu.iq/index.php/main/article/view/465
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author Abdulkhaliq Abdulyimah Jaafer, Instructor
Sa’ad Fahad Resan, Instructor
author_facet Abdulkhaliq Abdulyimah Jaafer, Instructor
Sa’ad Fahad Resan, Instructor
author_sort Abdulkhaliq Abdulyimah Jaafer, Instructor
collection DOAJ
description This study aims to investigate the behavior and strength of self-compacted ferrocement slabs under punching shear load. Experimental results of thirteen square ferrocement slabs of 500×500 mm simply supported on all edges are presented.  The main parameters investigated include the volume fraction of reinforcement, slab thickness and size of load-bearing plate. The load deflection and cracking characteristics of the tested slabs are studied and compared.  The test results showed that the volume fraction of wire mesh has significant effect on both ultimate load and displacement. The increase of slab thickness leads to decrease in deflection values and increase in stiffness of slabs. Both ductility and stiffness increase as the loaded area size is increased.
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spelling doaj.art-dab026092fe84e09a05cd9c32a0a4ec12023-08-02T02:46:04ZengUniversity of BaghdadJournal of Engineering1726-40732520-33392015-02-01212Punching Shear Strength of Self Compacted Ferrocement SlabsAbdulkhaliq Abdulyimah Jaafer, Instructor0Sa’ad Fahad Resan, Instructor1College of Engineering- Misan UniversityCollege of Engineering- Misan UniversityThis study aims to investigate the behavior and strength of self-compacted ferrocement slabs under punching shear load. Experimental results of thirteen square ferrocement slabs of 500×500 mm simply supported on all edges are presented.  The main parameters investigated include the volume fraction of reinforcement, slab thickness and size of load-bearing plate. The load deflection and cracking characteristics of the tested slabs are studied and compared.  The test results showed that the volume fraction of wire mesh has significant effect on both ultimate load and displacement. The increase of slab thickness leads to decrease in deflection values and increase in stiffness of slabs. Both ductility and stiffness increase as the loaded area size is increased.http://joe.uobaghdad.edu.iq/index.php/main/article/view/465self compacting mortar, ferrocement, punching shear, slabs, volume fraction
spellingShingle Abdulkhaliq Abdulyimah Jaafer, Instructor
Sa’ad Fahad Resan, Instructor
Punching Shear Strength of Self Compacted Ferrocement Slabs
Journal of Engineering
self compacting mortar, ferrocement, punching shear, slabs, volume fraction
title Punching Shear Strength of Self Compacted Ferrocement Slabs
title_full Punching Shear Strength of Self Compacted Ferrocement Slabs
title_fullStr Punching Shear Strength of Self Compacted Ferrocement Slabs
title_full_unstemmed Punching Shear Strength of Self Compacted Ferrocement Slabs
title_short Punching Shear Strength of Self Compacted Ferrocement Slabs
title_sort punching shear strength of self compacted ferrocement slabs
topic self compacting mortar, ferrocement, punching shear, slabs, volume fraction
url http://joe.uobaghdad.edu.iq/index.php/main/article/view/465
work_keys_str_mv AT abdulkhaliqabdulyimahjaaferinstructor punchingshearstrengthofselfcompactedferrocementslabs
AT saadfahadresaninstructor punchingshearstrengthofselfcompactedferrocementslabs