Predicting the Flexure Response of Wood-Plastic Composites from Uni-Axial and Shear Data Using a Finite-Element Model-Reference-Cited by-同舟云学术

Predicting the Flexure Response of Wood-Plastic Composites from Uni-Axial and Shear Data Using a Finite-Element Model

Published:2014-12 Issue:12 Volume:26 Page:04014098
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Hamel Scott E.¹,Hermanson John C.²,Cramer Steven M.³

Affiliation:

1. Assistant Professor, Univ. of Alaska Anchorage, 3211 Providence Dr., Anchorage, AK 99508 (corresponding author).

2. Research General Engineer, USDA Forest Products Laboratory, Gifford Pinchot Dr., Madison, WI 53726.

3. Professor and Associate Dean of Academic Affairs, Univ. of Wisconsin-Madison, Madison, WI 53706.

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.1943-5533.0001018

Reference29 articles.

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2. Adcock T. Hermanson J. C. and Wolcott M. P. (2001). “Relationship between extrusion parameters and wood-plastic composite properties engineered wood composites for naval waterfront facilities.” Project End Rep. Washington State Univ. Pullman WA.

3. ASTM. (2003). “Standard test methods for flexural properties of unreinforced and reinforced plastics.” D790 West Conshohocken PA 11.

4. ASTM. (2005a). “Standard test method for flexural properties of unreinforced and reinforced plastic lumber and related products.” D6109 West Conshohocken PA.

5. ASTM. (2005b). “Standard test methods for compressive and flexural creep and creep-rupture of plastic lumber shapes.” D6112 West Conshohocken PA 7.

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