Gripped end effect in tensile proof testing dimension lumber

A testing procedure was developed to measure the effectiveness of tension proof testing, given that the gripped ends of the lumber do not fully experience the proof stress during a tension proof test. First the middle portion of each 14-foot 2X6 No 2 KDIS Southern Pine lumber specimen was tension pr...

Full description

Bibliographic Details
Main Author: Terry, Angela M.
Other Authors: Agricultural Engineering
Format: Others
Language:en
Published: Virginia Tech 2014
Subjects:
Online Access:http://hdl.handle.net/10919/43057
http://scholar.lib.vt.edu/theses/available/etd-06102012-040306/
id ndltd-VTETD-oai-vtechworks.lib.vt.edu-10919-43057
record_format oai_dc
spelling ndltd-VTETD-oai-vtechworks.lib.vt.edu-10919-430572021-05-08T05:26:58Z Gripped end effect in tensile proof testing dimension lumber Terry, Angela M. Agricultural Engineering Woeste, Frank E. Haugh, C. Gene McLain, Thomas E. Rojiani, Kamal B. LD5655.V855 1988.T476 Lumber trade Lumber -- Testing A testing procedure was developed to measure the effectiveness of tension proof testing, given that the gripped ends of the lumber do not fully experience the proof stress during a tension proof test. First the middle portion of each 14-foot 2X6 No 2 KDIS Southern Pine lumber specimen was tension proof tested, as if the pieces were only 10 feet long. Then the pips of the testing machine were moved out so that the entire middle 10-foot, section including the portions that had been gripped during the initial proof test would be fully stressed during a second tension test Some specimens, referred to as falldown, were broken in the second test at a load level below the proof load. This indicates that because of the effect of gripped ends the, initial proof test was ineffective in destroying some pieces of lumber with tension strength below the proof load level. The experimental design and analysis were aimed at validating the Showalter et al. (1987) tensile strength - length effect model as adapted to this specialized problem. Although the model predicted that falldown would occur, it was unable to predict the amounts of falldown subsequent to the amounts of proof-test breakage occurring for a sample of lumber. Through the use of end-grading rules, falldown amounts can be reduced to acceptable levels. A method was proposed for developing end-grading rules and deriving concomitant allowable tension stresses for proof-tested lumber. A significant finding was that the histogram for the tension strength of the surviving end-graded lumber had an abruptly-ending left tail, indicating that there were no severely reduced tension strength values for any of the falldown specimens remaining in the sample. Master of Science 2014-03-14T21:37:41Z 2014-03-14T21:37:41Z 1988-07-05 2012-06-10 2012-06-10 2012-06-10 Thesis Text etd-06102012-040306 http://hdl.handle.net/10919/43057 http://scholar.lib.vt.edu/theses/available/etd-06102012-040306/ en OCLC# 18676819 LD5655.V855_1988.T476.pdf In Copyright http://rightsstatements.org/vocab/InC/1.0/ ix, 121 leaves BTD application/pdf application/pdf Virginia Tech
collection NDLTD
language en
format Others
sources NDLTD
topic LD5655.V855 1988.T476
Lumber trade
Lumber -- Testing
spellingShingle LD5655.V855 1988.T476
Lumber trade
Lumber -- Testing
Terry, Angela M.
Gripped end effect in tensile proof testing dimension lumber
description A testing procedure was developed to measure the effectiveness of tension proof testing, given that the gripped ends of the lumber do not fully experience the proof stress during a tension proof test. First the middle portion of each 14-foot 2X6 No 2 KDIS Southern Pine lumber specimen was tension proof tested, as if the pieces were only 10 feet long. Then the pips of the testing machine were moved out so that the entire middle 10-foot, section including the portions that had been gripped during the initial proof test would be fully stressed during a second tension test Some specimens, referred to as falldown, were broken in the second test at a load level below the proof load. This indicates that because of the effect of gripped ends the, initial proof test was ineffective in destroying some pieces of lumber with tension strength below the proof load level. The experimental design and analysis were aimed at validating the Showalter et al. (1987) tensile strength - length effect model as adapted to this specialized problem. Although the model predicted that falldown would occur, it was unable to predict the amounts of falldown subsequent to the amounts of proof-test breakage occurring for a sample of lumber. Through the use of end-grading rules, falldown amounts can be reduced to acceptable levels. A method was proposed for developing end-grading rules and deriving concomitant allowable tension stresses for proof-tested lumber. A significant finding was that the histogram for the tension strength of the surviving end-graded lumber had an abruptly-ending left tail, indicating that there were no severely reduced tension strength values for any of the falldown specimens remaining in the sample. === Master of Science
author2 Agricultural Engineering
author_facet Agricultural Engineering
Terry, Angela M.
author Terry, Angela M.
author_sort Terry, Angela M.
title Gripped end effect in tensile proof testing dimension lumber
title_short Gripped end effect in tensile proof testing dimension lumber
title_full Gripped end effect in tensile proof testing dimension lumber
title_fullStr Gripped end effect in tensile proof testing dimension lumber
title_full_unstemmed Gripped end effect in tensile proof testing dimension lumber
title_sort gripped end effect in tensile proof testing dimension lumber
publisher Virginia Tech
publishDate 2014
url http://hdl.handle.net/10919/43057
http://scholar.lib.vt.edu/theses/available/etd-06102012-040306/
work_keys_str_mv AT terryangelam grippedendeffectintensileprooftestingdimensionlumber
_version_ 1719403387326300160