CIE 111: Civil Engineering Materials Laboratory
links:


Lab Lizard - what do you want to break today?

Laboratory

Safety!

 Syllabus

Equipment

People

Directory

Lab Assistants

Lecture

In the FirstClass Folder

CMT
program

UMaine College of Engineering

The University of Maine

 

Overview

Two different types of destructive tests are performed on a "wet" and "dry" specimen of Eastern White Pine each, for a total of four tests.  The two tests are: compression parallel to grain and compression perpendicular to grain.  Testing a wet and dry specimen illustrates the effects of moisture content on wood strength

.Compression perpendicular to grain

Objectives:

  • Demonstration of the effects of moisture content on the strength of wood.
  • Demonstration of the anisotropic strength behavior of wood. The strength parallel to grain is different than strength perpendicular to grain.
  • Practice calculating and plotting stress - strain data with Microsoft Excel.

prelab assignment

 

 

 Compression parallel to grain

Safety

Safety Info

Safety!
  • Safety glasses are required at all times while equipment is turned on.   Not only are safety glasses a good precaution, they prepare students for industry where they are also required.

equipment used

[excel data sheets] right-click, save target as

procedure for compression parallel to grain

Before testing

  1. Select two 2" x 2" x 8" specimens (one dry and one wet) for the parallel to the grain test.
  2. Record any significant defects in the specimens.
  3. Measure cross sectional area and length.
  4. Attach the strainometer to the specimen and measure the gage length prior to placing it in the testing machine.

On the Instron 4485

  1. Verify load application speed of 0.02 inches/minute.
  2. Place the specimen in the machine and apply a small holding load (under 100lb).
  3. Zero the extension (GL Reset) used to measure deformation and zero the strainometer gage.
  4. Record load and strainometer gage reading at 0.002 inch increments of deformation (labeled extension on the test machine).
  5. Continue loading until a peak load is reached or, if no peak is reached, until the load approaches a constant value.
  6. Repeat to test the wet specimen.

procedure for compression perpendicular to grain

wood test perpedicular to grain

Before testing

  1. Select and label (pencil works best) two 2" x 2" x 5" specimens (one dry and one wet).
  2. Record any significant defects in the specimens.
  3. Place the bearing plate on top of the specimen at the center of the specimen. Make sure the plate is perpendicular to the specimen, and preferably against a radial surface, if possible
  4. Measure all dimensions of both specimens accurately, including area to be loaded.

On the Instron 4400R Machine

  1. Verify load application rate of 0.02 inch/minute.
  2. Place the specimen in the machine and apply a small holding load (under 100lb).
  3. Zero the extension (GL Reset) used to measure deformation.
  4. Record the load at 0.002 inch increments of deformation (labeled extension on the test machine).
  5. Continue loading until failure, or just beyond 0.1 inch deformation, which we consider to be "failure by excessive deformation."
  6. Use the moisture meter to determine the moisture content.

BS00877A.gif (1713 bytes) Calculations and plots

compression parallel to grain

  1. Plot a stress-strain curve for both the dry and wet specimens.
  2. Compute the maximum compressive stress parallel to the grain and the modulus of elasticity for both the dry and wet specimens.

compression parallel to grain plot

compression perpendicular to grain

  1. Plot a stress versus deformation curve for both the dry and the wet specimens.
  2. Compute the compressive stress at the proportional limit and maximum compressive stress (at 0.1" deformation typically) for both the dry and the wet specimens.

compression perpendicular to grain plot


 


Manion, William P. (wmanion@(nospam)maine.edu). "University of Maine Civil Engineering Materials Course Manual CIE 111." 07 September, 2011.  http://www.civil.umaine.edu/cie111/.
 
crestlogotiny.jpg (2k)

The University of Maine , Orono, Maine 04469
207-581-1110
A Member of the University of Maine System