Strength of Sawn Lumber and Wood Composite Dowel Connections Loaded Perpendicular to Grain. II: Fracture Mechanics Equations-Reference-Cited by-同舟云学术

Strength of Sawn Lumber and Wood Composite Dowel Connections Loaded Perpendicular to Grain. II: Fracture Mechanics Equations

Published:2010-12 Issue:12 Volume:22 Page:1226-1234
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Hindman Daniel P.¹²³⁴,Finkenbinder David E.¹²³⁴,Loferski Joseph R.¹²³⁴,Line Philip¹²³⁴

Affiliation:

1. Assistant Professor, Wood Science and Forest Products, Virginia Tech, 1650 Ramble Rd., Blacksburg, VA 24061 (corresponding author).

2. Design Engineer, Simpson Strong Tie, 2600 International St., Columbus, OH 43228.

3. Professor, Wood Science and Forest Products, Virginia Tech, 1650 Ramble Rd., Blacksburg, VA 24061.

4. Senior Structural Engineer, URS Corporation, 200 Oak Ridge Dr., Suite 101, Gaithersburg, MD.

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.1943-5533.0000141

Reference26 articles.

1. American Forest and Paper Association (AF&PA). (1999). “General dowel equations for calculating lateral connection values.” Technical Rep. 12 Washington D.C.

2. ASTM. (2005a). “Standard test method for linear-elastic plane-strain fracture toughness K Ic of metallic materials.” E399-90 West Conshohocken Pa.

3. ASTM. (2005b). “Standard test methods for plane-strain fracture toughness and strain energy release rate of plastic materials.” D5045-99 West Conshohocken Pa.

4. ASTM. (2005c). “Standard test methods for small clear specimens of timber.” D143-94 West Conshohocken Pa.

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