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Title: Early strength fly ash concrete for structural applications

Abstract

Extensive data are presented on the properties, in the fresh and hardened state, of fly ash concrete containing normal weight and light weight aggregates suitable for structural applications. Tests on reinforced concrete beams and slabs are reported to show that fly ash concrete can exhibit structural performance similar to that of conventional concrete with adequate safety factors and predicted by existing codes.

Authors:
; ;
Publication Date:
OSTI Identifier:
6725117
Resource Type:
Journal Article
Journal Name:
J. Am. Concr. Inst.; (United States)
Additional Journal Information:
Journal Volume: 80:5
Country of Publication:
United States
Language:
English
Subject:
01 COAL, LIGNITE, AND PEAT; 36 MATERIALS SCIENCE; CONCRETES; MECHANICAL PROPERTIES; WASTE PRODUCT UTILIZATION; FLY ASH; BUILDINGS; DATA; REINFORCED CONCRETE; SAFETY; SAFETY STANDARDS; AEROSOL WASTES; ASHES; BUILDING MATERIALS; INFORMATION; MATERIALS; REINFORCED MATERIALS; RESIDUES; STANDARDS; WASTES; 010800* - Coal, Lignite, & Peat- Waste Management; 360603 - Materials- Properties

Citation Formats

Swamy, R N, Ali, S A.R., and Theodorakopoulos, D D. Early strength fly ash concrete for structural applications. United States: N. p., 1983. Web.
Swamy, R N, Ali, S A.R., & Theodorakopoulos, D D. Early strength fly ash concrete for structural applications. United States.
Swamy, R N, Ali, S A.R., and Theodorakopoulos, D D. 1983. "Early strength fly ash concrete for structural applications". United States.
@article{osti_6725117,
title = {Early strength fly ash concrete for structural applications},
author = {Swamy, R N and Ali, S A.R. and Theodorakopoulos, D D},
abstractNote = {Extensive data are presented on the properties, in the fresh and hardened state, of fly ash concrete containing normal weight and light weight aggregates suitable for structural applications. Tests on reinforced concrete beams and slabs are reported to show that fly ash concrete can exhibit structural performance similar to that of conventional concrete with adequate safety factors and predicted by existing codes.},
doi = {},
url = {https://www.osti.gov/biblio/6725117}, journal = {J. Am. Concr. Inst.; (United States)},
number = ,
volume = 80:5,
place = {United States},
year = {Thu Sep 01 00:00:00 EDT 1983},
month = {Thu Sep 01 00:00:00 EDT 1983}
}