Title page for ETD etd-06102012-040306


Type of Document Master's Thesis
Author Terry, Angela M.
URN etd-06102012-040306
Title Gripped end effect in tensile proof testing dimension lumber
Degree Master of Science
Department Agricultural Engineering
Advisory Committee
Advisor Name Title
Woeste, Frank E. Committee Chair
Haugh, C. Gene Committee Member
McLain, Thomas E. Committee Member
Rojiani, Kamal B. Committee Member
Keywords
  • Lumber trade.
Date of Defense 1988-07-05
Availability restricted
Abstract
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.

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