Effect of steel fibres on conventionally reinforced concrete deep beams

By:

HARMINDER Pal Singh

Material type: Text

TextPublication details: Ludhiana PAU 1989Edition: Agricultural EngineeringDescription: 120LSubject(s):

DDC classification:

T 624.177.2 H31E

Summary: Deep beams containing different percentages of fibre and main steel reinforcement were tested. It was observed that the ultimate load carrying capacity of deep beams increased as the percentage volume fraction of steel fibre increased for beams with and w

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Holdings
Item type	Current library	Call number	Status	Date due	Barcode
Theses/ Dissertation	Mohinder Singh Randhawa Library	T 624.177.2 H31E (Browse shelf(Opens below))	Not for loan		186415
Theses/ Dissertation	Mohinder Singh Randhawa Library	T 624.177.2 H31E (Browse shelf(Opens below))	Not for loan		186416

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Deep beams containing different percentages of fibre and main steel reinforcement were tested. It was observed that the ultimate load carrying capacity of deep beams increased as the percentage volume fraction of steel fibre increased for beams with and w

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