Comparative study on structural behaviour of bonded and unbonded post-tenseoned beam
In this study, a simple computer program are written using FOTRAN 90 to investigate the behavior of simply supported beam constructed with straight tendon which are subjected to three different load cases. Considering the same stresses applied, beam subjected to loading at one third span shows a le...
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my-uthm-ep.22122021-10-31T04:22:35Z Comparative study on structural behaviour of bonded and unbonded post-tenseoned beam 2006 Md Noor, Nurazuwa TA630-695 Structural engineering (General) In this study, a simple computer program are written using FOTRAN 90 to investigate the behavior of simply supported beam constructed with straight tendon which are subjected to three different load cases. Considering the same stresses applied, beam subjected to loading at one third span shows a less deflection than other load cases. Behavior due to the deflection of bonded tendon gave better performance than unbonded tendon. However, beams with larger span-to-depth ratio would require deviators in case of external prestressing to achieve the desired performance. Parabolic and trapezoidal tendon allows the prestressed beam to carry heavier loads because of the balancing effects of the vertical component of the prestressing deflected tendon. Hence it will required less prestressing force at the mid span compared with the force required in the straight tendon. 2006 Thesis http://eprints.uthm.edu.my/2212/ http://eprints.uthm.edu.my/2212/1/NURAZUWA%20BINTI%20MD%20NOOR%20-%2024p.pdf text en public mphil masters Universiti Putra Malaysia Faculty of Civil Engineering and Built Environment |
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Universiti Tun Hussein Onn Malaysia |
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English |
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TA630-695 Structural engineering (General) |
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TA630-695 Structural engineering (General) Md Noor, Nurazuwa Comparative study on structural behaviour of bonded and unbonded post-tenseoned beam |
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In this study, a simple computer program are written using FOTRAN 90 to
investigate the behavior of simply supported beam constructed with straight tendon which are subjected to three different load cases. Considering the same stresses applied, beam subjected to loading at one third span shows a less deflection than other load cases. Behavior due to the deflection of bonded tendon gave better performance than unbonded tendon. However, beams with larger span-to-depth ratio would require deviators in case of external prestressing to achieve the desired performance. Parabolic and trapezoidal tendon allows the prestressed beam to carry heavier loads because of the balancing effects of the vertical component of the prestressing deflected tendon. Hence it will required less prestressing force at the mid span compared with the force required in the straight tendon. |
format |
Thesis |
qualification_name |
Master of Philosophy (M.Phil.) |
qualification_level |
Master's degree |
author |
Md Noor, Nurazuwa |
author_facet |
Md Noor, Nurazuwa |
author_sort |
Md Noor, Nurazuwa |
title |
Comparative study on structural behaviour of bonded and unbonded post-tenseoned beam |
title_short |
Comparative study on structural behaviour of bonded and unbonded post-tenseoned beam |
title_full |
Comparative study on structural behaviour of bonded and unbonded post-tenseoned beam |
title_fullStr |
Comparative study on structural behaviour of bonded and unbonded post-tenseoned beam |
title_full_unstemmed |
Comparative study on structural behaviour of bonded and unbonded post-tenseoned beam |
title_sort |
comparative study on structural behaviour of bonded and unbonded post-tenseoned beam |
granting_institution |
Universiti Putra Malaysia |
granting_department |
Faculty of Civil Engineering and Built Environment |
publishDate |
2006 |
url |
http://eprints.uthm.edu.my/2212/1/NURAZUWA%20BINTI%20MD%20NOOR%20-%2024p.pdf |
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1747830925753843712 |