Concrete Production Plant Variables Affecting Flexural Strength Relative to Compressive Strength-Reference-Cited by-同舟云学术

Concrete Production Plant Variables Affecting Flexural Strength Relative to Compressive Strength

Published:2014-08 Issue:8 Volume:26 Page:04014032
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Richardson David N.¹,Whitwell Brent A.²

Affiliation:

1. Associate Professor, Dept. of Civil, Architectural, and Environmental Engineering, Missouri Univ. of Science and Technology, 126 Butler-Carlton Hall, 1401 Pine St., Rolla, MO 65409 (corresponding author).

2. Project Engineer, Pace Construction, 3306 Rhonda Drive, West Plains, MO 65775.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29MT.1943-5533.0001079

Reference62 articles.

1. Abrams D. A. (1922). “Flexural strength of plain concrete.” Proc. American Concrete Institute American Concrete Institute Farmington Hills MI 20–45.

2. Effect of coarse-aggregate characteristics on mechanical properties of high-strength concrete;Aitcin P.-C.;ACI Mater. J.,1990

3. American Concrete Institute. (1991). “Standard practice for selecting proportions for normal heavyweight and mass concrete.” ACI 211.1-91 Farmington Hills MI.

4. American Concrete Institute. (2011). “Guide to evaluation of strength test results of concrete.” ACI 214R-11 Farmington Hills MI.

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