Strain behaviour in composite plate girders with imperfect shear connection
This paper is concerned with the experimental study on the behaviour of strain in steel-concrete composite plate girders having imperfect shear connection. A number of slender girders of practical size were loaded to failure under shear applied at the mid-span. The main variables considered in thi...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Penerbit Universiti Kebangsaan Malaysia
2016
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| Online Access: | http://journalarticle.ukm.my/10214/ http://journalarticle.ukm.my/10214/1/5.pdf |
| _version_ | 1848812316475260928 |
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| author | Mohd Yazmil Md Yatim, Nandivaram E. Shanmugam, |
| author_facet | Mohd Yazmil Md Yatim, Nandivaram E. Shanmugam, |
| author_sort | Mohd Yazmil Md Yatim, |
| building | UKM Institutional Repository |
| collection | Online Access |
| description | This paper is concerned with the experimental study on the behaviour of strain in steel-concrete composite plate girders
having imperfect shear connection. A number of slender girders of practical size were loaded to failure under shear
applied at the mid-span. The main variables considered in this study are the longitudinal spacing of stud connector,
diameter of stud shank, number of studs along the upper flange and concrete strength. Strains were measured extensively
at specified load levels and locations across the concrete slab width and across the whole depth of the girder. The test
results have shown variations of strain from girder to girder due to effects of reaction at supports, compression and tension
parts of the girders as well as imperfection in the shear connection. Strains across the slab width show arbitrary respond
with maximum tension and compression values of 4284μɛ and 4622μɛ, respectively. Across the girder depth, girders with
low degree of shear connection display high step change to the extent of 736μɛ due to incompatibility between two strains
at the interface. Slip strain is found maximum near the mid-span of the girders in all cases. |
| first_indexed | 2025-11-15T00:00:21Z |
| format | Article |
| id | oai:generic.eprints.org:10214 |
| institution | Universiti Kebangasaan Malaysia |
| institution_category | Local University |
| language | English |
| last_indexed | 2025-11-15T00:00:21Z |
| publishDate | 2016 |
| publisher | Penerbit Universiti Kebangsaan Malaysia |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | oai:generic.eprints.org:102142017-03-15T08:44:53Z http://journalarticle.ukm.my/10214/ Strain behaviour in composite plate girders with imperfect shear connection Mohd Yazmil Md Yatim, Nandivaram E. Shanmugam, This paper is concerned with the experimental study on the behaviour of strain in steel-concrete composite plate girders having imperfect shear connection. A number of slender girders of practical size were loaded to failure under shear applied at the mid-span. The main variables considered in this study are the longitudinal spacing of stud connector, diameter of stud shank, number of studs along the upper flange and concrete strength. Strains were measured extensively at specified load levels and locations across the concrete slab width and across the whole depth of the girder. The test results have shown variations of strain from girder to girder due to effects of reaction at supports, compression and tension parts of the girders as well as imperfection in the shear connection. Strains across the slab width show arbitrary respond with maximum tension and compression values of 4284μɛ and 4622μɛ, respectively. Across the girder depth, girders with low degree of shear connection display high step change to the extent of 736μɛ due to incompatibility between two strains at the interface. Slip strain is found maximum near the mid-span of the girders in all cases. Penerbit Universiti Kebangsaan Malaysia 2016 Article PeerReviewed application/pdf en http://journalarticle.ukm.my/10214/1/5.pdf Mohd Yazmil Md Yatim, and Nandivaram E. Shanmugam, (2016) Strain behaviour in composite plate girders with imperfect shear connection. Jurnal Kejuruteraan, 28 . pp. 37-52. ISSN 0128-0198 http://www.ukm.my/jkukm/?page_id=2011 |
| spellingShingle | Mohd Yazmil Md Yatim, Nandivaram E. Shanmugam, Strain behaviour in composite plate girders with imperfect shear connection |
| title | Strain behaviour in composite plate girders with imperfect shear connection |
| title_full | Strain behaviour in composite plate girders with imperfect shear connection |
| title_fullStr | Strain behaviour in composite plate girders with imperfect shear connection |
| title_full_unstemmed | Strain behaviour in composite plate girders with imperfect shear connection |
| title_short | Strain behaviour in composite plate girders with imperfect shear connection |
| title_sort | strain behaviour in composite plate girders with imperfect shear connection |
| url | http://journalarticle.ukm.my/10214/ http://journalarticle.ukm.my/10214/ http://journalarticle.ukm.my/10214/1/5.pdf |