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Virginia Polytechnic Institute and State University

Predicting strength of wood beams with tension end notches

Abstract

dc:description.abstract

An equation for predicting the strength of wood beams with tension end notches (TEN) was derived using a critical fillet hoop stress (CFHS) theory. The equation is a simplified description of the results of hundreds of finite element (FE) analyses of TEN beams with varied geometries (total of 690 configurations). It accounts for the effects of loading type and beam and notch geometry variables, such as beam height, fractional notch depth, radius and notch location. The effect of span-to-depth ratio is implicitly incorporated in the formulation of the model. Notched beam strength is represented by a material parameter, K, which was found to be related to specific gravity. A simple equation for predicting K from specific gravity was derived from experimental results. The CFHS equation is applicable to both filleted and sharp-cornered notches. An effective radius, R, which models the effect of a sharp-cornered notch, was determined and confirmed for two wood materials. A method of determining R, for other materials was established. The CFHS equation was compared with other models and notch equations currently recommended in design codes and significant differences were noted. Chief among them is the sensitivity of notched beam strength to notch location (or the ratio M/V). This is not currently considered by “notch factor"-based design equations. Stiffness of TEN wood beams was experimentally found to be influenced by fractional notch depth and notch location, M/V. The effect of end notching on beam stiffness has not been seriously addressed before and theoretical analysis does not predict the reduction.

Degree

thesis:*
Name thesis:degree_name
Master of Science
Level thesis:degree_level
masters
Discipline thesis:degree_discipline
Wood Science and Forest Products
Department dc:contributor.department
Wood Science and Forest Products
Grantor dc:publisher
Virginia Polytechnic Institute and State University
Year dc:date.issued
1989

Author and committee

dc:creator, dc:contributor.*
Author dc:creator
  • Foliente, Greg C.

Rights

dc:rights
Statement dc:rights
  • In Copyright
Language dc:language.iso
en_US

Identifiers

dc:identifier.*
Handle dc:identifier.uri
http://hdl.handle.net/10919/53212
OAI identifier oai:identifier
oai:vtechworks.lib.vt.edu:10919/53212

Chain of custody

source
Harvested from
Virginia Tech
Base URL
vtechworks.lib.vt.edu/oai/request
Last updated
2026-07-22
Source record
OAI-PMH GetRecord
related terms
citation

Foliente, Greg C.. Predicting strength of wood beams with tension end notches. masters thesis, Virginia Polytechnic Institute and State University, 1989. http://hdl.handle.net/10919/53212