Effects of maximum aggregate size on UPV of brick aggregate concrete.

Abstract:

:Investigation was carried out to study the effects of maximum aggregate size (MAS) (12.5mm, 19.0mm, 25.0mm, 37.5mm, and 50.0mm) on ultrasonic pulse velocity (UPV) of concrete. For investigation, first class bricks were collected and broken to make coarse aggregate. The aggregates were tested for specific gravity, absorption capacity, unit weight, and abrasion resistance. Cylindrical concrete specimens were made with different sand to aggregate volume ratio (s/a) (0.40 and 0.45), W/C ratio (0.45, 0.50, and 0.55), and cement content (375kg/m(3) and 400kg/m(3)). The specimens were tested for compressive strength and Young's modulus. UPV through wet specimen was measured using Portable Ultrasonic Non-destructive Digital Indicating Tester (PUNDIT). Results indicate that the pulse velocity through concrete increases with an increase in MAS. Relationships between UPV and compressive strength; and UPV and Young's modulus of concrete are proposed for different maximum sizes of brick aggregate.

journal_name

Ultrasonics

journal_title

Ultrasonics

authors

Mohammed TU,Mahmood AH

doi

10.1016/j.ultras.2016.04.006

subject

Has Abstract

pub_date

2016-07-01 00:00:00

pages

129-36

eissn

0041-624X

issn

1874-9968

pii

S0041-624X(16)30016-6

journal_volume

69

pub_type

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