Behaviour of reinforced concrete beam with silica fume under dynamic loading / Rudy Tawie Joseph Sipi

UNSPECIFIED (1999) Behaviour of reinforced concrete beam with silica fume under dynamic loading / Rudy Tawie Joseph Sipi. Student Project. Faculty of Civil Engineering, Shah Alam. (Unpublished)

[img] Text
PPb_RUDY TAWIE JOSEPH SIPI EC 99_5.pdf

Download (0B)

Abstract

Concrete mixes design to produce 42 N/mm² - 84 M/mm² in compressive strength are easily obtainable today with silica fume replacing a portion of the cement content. Such concretes with a design compressive strength exceeds 42 M/mm² may be defined as “High Strength Concrete”. For several reasons, there has recently been a marked interest in the determination of the dynamic characteristics of structures and their response under dynamic loads and effect. Subjected to dynamic loading under sinusoidal wave pattern, a study has been carried out to make an experimental investigation on reinforced concrete beam (Grade 60 N/mm2) incorporating silica fume replacing cement by weight of w/c ratio of 0.30, with respect to the serviceability and ultimate limits. A total of three specimens each with different silica fume proportion (8%, 12% and 16%) by weight of cement were cast and tested under the dynamic load. Parameters investigated include deflections, crack widths and crack lengths.

Item Type: Monograph (Student Project)
Divisions: Faculty of Civil Engineering
Item ID: 18119
Uncontrolled Keywords: Reinforced concrete beam; Silica fume; Dynamic loading
Last Modified: 31 Oct 2017 07:46
Depositing User: Staf Pendigitalan 5
URI: http://ir.uitm.edu.my/id/eprint/18119

Actions (login required)

View Item View Item

Downloads

Downloads per month over past year