Finite element analysis on the flexural behaviour of internally pre-stressed i-beam
Many bridges will be distress after a certain life span. Larger increase in the deflection will develop and also a very deep crack may develop instantaneously if the loads are kept constant after cracking happen to the structure. Therefore, cracking and deformation characteristics of the structural...
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| Format: | Undergraduates Project Papers |
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2015
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| Online Access: | http://iportal.ump.edu.my/lib/item?id=chamo:92139&theme=UMP2 http://iportal.ump.edu.my/lib/item?id=chamo:92139&theme=UMP2 http://umpir.ump.edu.my/12056/1/FKKSA%20-%20EFFA%20SYARMIZA%20BT%20SAHARUDIN%20%28CD9245%29.pdf http://umpir.ump.edu.my/12056/2/FKKSA%20-%20EFFA%20SYARMIZA%20BT%20SAHARUDIN%20%28CD9245%29%20-%20CHAP%201.pdf http://umpir.ump.edu.my/12056/3/FKKSA%20-%20EFFA%20SYARMIZA%20BT%20SAHARUDIN%20%28CD9245%29%20-%20CHAP%203.pdf |
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http://iportal.ump.edu.my/lib/item?id=chamo:92139&theme=UMP2http://iportal.ump.edu.my/lib/item?id=chamo:92139&theme=UMP2
http://umpir.ump.edu.my/12056/1/FKKSA%20-%20EFFA%20SYARMIZA%20BT%20SAHARUDIN%20%28CD9245%29.pdf
http://umpir.ump.edu.my/12056/2/FKKSA%20-%20EFFA%20SYARMIZA%20BT%20SAHARUDIN%20%28CD9245%29%20-%20CHAP%201.pdf
http://umpir.ump.edu.my/12056/3/FKKSA%20-%20EFFA%20SYARMIZA%20BT%20SAHARUDIN%20%28CD9245%29%20-%20CHAP%203.pdf