Modeling the Effect of Void Shapes on the Compressive Behavior of Parallel-Strand Lumber-Reference-Cited by-同舟云学术

Modeling the Effect of Void Shapes on the Compressive Behavior of Parallel-Strand Lumber

Published:2017-09 Issue:9 Volume:29 Page:04017129
ISSN:0899-1561
Container-title:Journal of Materials in Civil Engineering
language:en
Short-container-title:J. Mater. Civ. Eng.

Author:

Amini Alireza¹,Arwade Sanjay R.²,Clouston Peggi L.³

Affiliation:

1. Senior Structural Engineer, Prime AE Group, 2nd Floor, 55 Capital Blvd., Rocky Hill, CT 06067; formerly, Graduate Student, Dept. of Civil and Environmental Engineering, Univ. of Massachusetts at Amherst, Amherst, MA 01003 (corresponding author).

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Massachusetts at Amherst, Amherst, MA 01003.

3. Associate Professor, Dept. of Environmental Conservation, Univ. of Massachusetts at Amherst, Amherst, MA 01003.

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.1943-5533.0001980

Reference11 articles.

1. Amini A. (2013). “Mesostructural characterization and probabilistic modeling of the design limit states of parallel strand lumber.” Ph.D. thesis Univ. of Massachusetts at Amherst Amherst MA.

2. Characterization and probabilistic modeling of the mesostructure of parallel strand lumber;Amini A.;J. Mater. Civ. Eng.,2014

3. Measurement and Stochastic Computational Modeling of the Elastic Properties of Parallel Strand Lumber

4. Variability of the Compressive Strength of Parallel Strand Lumber

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