Optimised reinforcement patterns for short span bridges

Reinforced concrete beams with adjusted reinforcement, i.e. beams with an ‘optimised’ reinforcement layout which follows the principle stress trajectories of an elastic beam, have been found to give substantial increases in load capacity compared with simple beams without stirrups. At Queen’s Univer...

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Main Authors: Teo, Wee, Muller, Gerald, McKeown, John
Format: Conference or Workshop Item
Language:English
Published: 2000
Subjects:
Online Access:http://scholars.utp.edu.my/id/eprint/1584/
http://scholars.utp.edu.my/id/eprint/1584/1/IABSE.doc
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author Teo, Wee
Muller, Gerald
McKeown, John
author_facet Teo, Wee
Muller, Gerald
McKeown, John
author_sort Teo, Wee
building UTP Institutional Repository
collection Online Access
description Reinforced concrete beams with adjusted reinforcement, i.e. beams with an ‘optimised’ reinforcement layout which follows the principle stress trajectories of an elastic beam, have been found to give substantial increases in load capacity compared with simple beams without stirrups. At Queen’s University Belfast, tests on beams with a simple adjusted reinforcement were conducted in order to assess the effect of load position on the load capacity of such beams and to develop theoretical analysis methods for complex reinforcement patterns further. The tests showed that even simple adjustment improves the load capacity by 32% and determined the most critical load position for the development of the reinforcement layout. Truss modeling of such complex situations proved an accurate method to predict the reinforcement areas required in the beams.
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institution Universiti Teknologi Petronas
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language English
last_indexed 2025-11-13T07:25:40Z
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spelling oai:scholars.utp.edu.my:15842010-04-23T08:31:13Z http://scholars.utp.edu.my/id/eprint/1584/ Optimised reinforcement patterns for short span bridges Teo, Wee Muller, Gerald McKeown, John TG Bridge engineering TH Building construction TA Engineering (General). Civil engineering (General) Reinforced concrete beams with adjusted reinforcement, i.e. beams with an ‘optimised’ reinforcement layout which follows the principle stress trajectories of an elastic beam, have been found to give substantial increases in load capacity compared with simple beams without stirrups. At Queen’s University Belfast, tests on beams with a simple adjusted reinforcement were conducted in order to assess the effect of load position on the load capacity of such beams and to develop theoretical analysis methods for complex reinforcement patterns further. The tests showed that even simple adjustment improves the load capacity by 32% and determined the most critical load position for the development of the reinforcement layout. Truss modeling of such complex situations proved an accurate method to predict the reinforcement areas required in the beams. 2000-09-18 Conference or Workshop Item PeerReviewed application/msword en http://scholars.utp.edu.my/id/eprint/1584/1/IABSE.doc Teo, Wee and Muller, Gerald and McKeown, John (2000) Optimised reinforcement patterns for short span bridges. In: 16th Congress of IABSE, 18-21 September 2000, Lucerne.
spellingShingle TG Bridge engineering
TH Building construction
TA Engineering (General). Civil engineering (General)
Teo, Wee
Muller, Gerald
McKeown, John
Optimised reinforcement patterns for short span bridges
title Optimised reinforcement patterns for short span bridges
title_full Optimised reinforcement patterns for short span bridges
title_fullStr Optimised reinforcement patterns for short span bridges
title_full_unstemmed Optimised reinforcement patterns for short span bridges
title_short Optimised reinforcement patterns for short span bridges
title_sort optimised reinforcement patterns for short span bridges
topic TG Bridge engineering
TH Building construction
TA Engineering (General). Civil engineering (General)
url http://scholars.utp.edu.my/id/eprint/1584/
http://scholars.utp.edu.my/id/eprint/1584/1/IABSE.doc