Behaviour of reinforced concrete beam under dynamic loading / Sharul Azman Shamsuddin

UNSPECIFIED (1997) Behaviour of reinforced concrete beam under dynamic loading / Sharul Azman Shamsuddin. [Student Project] (Unpublished)

Abstract

The increase in use of High Strength Concrete (HSC) in modem construction is tremendously high. Thus its behaviour need to be understood clearly . The behaviour of High Strength Concrete beam (RC beam) under dynamic loading with respect to the serviceability and ultimate limits had been studied. Four numbers of High Strength Concrete (HSC) beams of size 125 mm x 150mm x 1400 mm had been casted with four nos . longitunal reinforcement ( bottom 2T16 and top 2R6 ) together with R6 stirrup at 80 mm c/c spacing . One of the beam is loadedwith static loading conditions and tested until failure in order to achieve the yield strength of the beam . For testing under dynamic load , two number of beams was tested under repeated load with 50% maximum and 30% min (mean load 40%) of yield load (110.405 kN ). A Sinusoidal wave pattern were used with 3 million cycles and 9 million cycles . Parameter investigate include . deflection , crack pattern and ultimate load .

Metadata

Item Type: Student Project
Subjects: T Technology > TA Engineering. Civil engineering > Reinforced concrete
Divisions: Universiti Teknologi MARA, Shah Alam > Faculty of Civil Engineering
Keywords: Reinforced concrete; Beam; Dynamic loading
Date: 1997
URI: https://ir.uitm.edu.my/id/eprint/18125
Edit Item
Edit Item

Download

[thumbnail of PPb_SHAHRUL AZMAN SHAMSUDDIN EC 97_5.pdf] Text
PPb_SHAHRUL AZMAN SHAMSUDDIN EC 97_5.pdf

Download (0B)

Digital Copy

Digital (fulltext) is available at:

Physical Copy

Physical status and holdings:
Item Status:

ID Number

18125

Indexing

Statistic

Statistic details