Sensitivity analysis of reinforced concrete beam with three circular web opening on beam behaviour-deflection using ansys
In modem building nowadays requires many duct and pipe to provide a comfortable accommodation. The dead space created between the beams and ceiling for installing the ducts and pipe, this cause the overall floor height. Web opening in concrete beam is the only solution to provide a clear place to...
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| Format: | Undergraduates Project Papers |
| Language: | English |
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2014
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| Online Access: | http://umpir.ump.edu.my/id/eprint/9769/ http://umpir.ump.edu.my/id/eprint/9769/ http://umpir.ump.edu.my/id/eprint/9769/1/LIEW%20SAM%20TAT.PDF |
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ump-97692015-09-30T01:00:54Z http://umpir.ump.edu.my/id/eprint/9769/ Sensitivity analysis of reinforced concrete beam with three circular web opening on beam behaviour-deflection using ansys Liew, Sam Tat TA Engineering (General). Civil engineering (General) In modem building nowadays requires many duct and pipe to provide a comfortable accommodation. The dead space created between the beams and ceiling for installing the ducts and pipe, this cause the overall floor height. Web opening in concrete beam is the only solution to provide a clear place to install with no decrease the floor clear height. There are a number of studies have conduct related to reinforced concrete beam with web opening. This study aims to determine the deflection of reinforced concrete beam with 3 small opening by using finite element softwareANSYS. The beam model is simply supported beam with two concentrated and symmetrical loads. There are six elements of the beam been manipulated to form different modal. There are modulus of elasticity, reinforcing steel bar size at the bottom and surrounding the opening and concrete cover, apply loads, and shear link spacing. The effect of the apply loads is very significant and follow by concrete cover. However, others element is insignificant of affecting the beam deflection. Based on this study, the effect of reinforcing steel bar size, shear link spacing and-concrete . strength is very insignificant and might be ignored, if the reinforced concrete beam with opening are well designed. 2014-06 Undergraduates Project Papers NonPeerReviewed application/pdf en http://umpir.ump.edu.my/id/eprint/9769/1/LIEW%20SAM%20TAT.PDF Liew, Sam Tat (2014) Sensitivity analysis of reinforced concrete beam with three circular web opening on beam behaviour-deflection using ansys. Faculty of Civil Engineering and Earth Resources, Universiti Malaysia Pahang. http://iportal.ump.edu.my/lib/item?id=chamo:84615&theme=UMP2 |
| repository_type |
Digital Repository |
| institution_category |
Local University |
| institution |
Universiti Malaysia Pahang |
| building |
UMP Institutional Repository |
| collection |
Online Access |
| language |
English |
| topic |
TA Engineering (General). Civil engineering (General) |
| spellingShingle |
TA Engineering (General). Civil engineering (General) Liew, Sam Tat Sensitivity analysis of reinforced concrete beam with three circular web opening on beam behaviour-deflection using ansys |
| description |
In modem building nowadays requires many duct and pipe to provide a
comfortable accommodation. The dead space created between the beams and ceiling for
installing the ducts and pipe, this cause the overall floor height. Web opening in
concrete beam is the only solution to provide a clear place to install with no decrease the
floor clear height. There are a number of studies have conduct related to reinforced
concrete beam with web opening. This study aims to determine the deflection of
reinforced concrete beam with 3 small opening by using finite element softwareANSYS.
The beam model is simply supported beam with two concentrated and
symmetrical
loads. There are six elements of the beam been manipulated to form
different
modal. There are modulus of elasticity, reinforcing steel bar size at the bottom
and
surrounding the opening and concrete cover, apply loads, and shear link spacing.
The
effect of the apply loads is very significant and follow by concrete cover. However,
others
element is insignificant of affecting the beam deflection. Based on this study, the
effect of reinforcing steel bar size, shear link spacing and-concrete
.
strength is very
insignificant
and might be ignored, if the reinforced concrete beam with opening are
well
designed. |
| format |
Undergraduates Project Papers |
| author |
Liew, Sam Tat |
| author_facet |
Liew, Sam Tat |
| author_sort |
Liew, Sam Tat |
| title |
Sensitivity analysis of reinforced concrete beam with three circular web opening on beam behaviour-deflection using ansys |
| title_short |
Sensitivity analysis of reinforced concrete beam with three circular web opening on beam behaviour-deflection using ansys |
| title_full |
Sensitivity analysis of reinforced concrete beam with three circular web opening on beam behaviour-deflection using ansys |
| title_fullStr |
Sensitivity analysis of reinforced concrete beam with three circular web opening on beam behaviour-deflection using ansys |
| title_full_unstemmed |
Sensitivity analysis of reinforced concrete beam with three circular web opening on beam behaviour-deflection using ansys |
| title_sort |
sensitivity analysis of reinforced concrete beam with three circular web opening on beam behaviour-deflection using ansys |
| publishDate |
2014 |
| url |
http://umpir.ump.edu.my/id/eprint/9769/ http://umpir.ump.edu.my/id/eprint/9769/ http://umpir.ump.edu.my/id/eprint/9769/1/LIEW%20SAM%20TAT.PDF |
| first_indexed |
2023-09-18T22:08:41Z |
| last_indexed |
2023-09-18T22:08:41Z |
| _version_ |
1777414881207648256 |