Paper Columns

Materials: Package of office paper, rolls of masking tape

Using up to 5 sheets of paper and 12" of tape, working in teams of 2, make a structure that will support a load( cement bricks from Home Depot) 8-1/2" off the table.

Minimum Load:12 batteries or 2 bricks

Discuss what worked and what did not. Save failed columns for analysis.

Failure Modes:

(1) Imbalance-tips over (rotational motion)

(2) Long(slender) columns-

Buckling- fails at one point, then collapses

Euler Buckling: Critical load depends on length, stiffness, and cross-section of column.

Thus for a given amount of material, a hollow column is less subject to buckling, as it has a greater cross-sectional area.

Typically fails at end- what happens if ends are reinforced, as in paper cups?

(3) Material Failure( Crushing)- Short Columns

Very short columns crush

Most columns are intermediate- fail partly in crushing and partly in buckling.

Record # of bricks supported;

Encourage students to walk around and look at other designs- collaboration is important!

Day 2: Repeat challenge, using the lessons learned from Day 1

See https://mass.pbslearningmedia.org/resource/phy03.sci.phys.mfe.zcolumnsi/

Extension:

Paper Cup Walk

Paper Cup Engineering ( from ZOOM)

  • Measure crushing strength of 1 paper cup( in bricks)
  • How many paper cups will support a student?
  • Vertical columns are typically paired with horizontal beams to provide the structural framework for most buildings today. Columns become strong under compression, the squeezing produced by the downward force exerted by a load and the counteracting force upward from the ground. A column must manage two types of load: (1) the dead load, or weight of the structure it supports plus any permanent fixtures, and (2) the live load, which includes people, furniture, cars, or other temporary objects whose weight bears down on the structure.
  • When properly designed and loaded, a column (or grouping of columns) is able to support a lot of weight because it transfers it directly to the ground. A column can fail in two basic ways. A load placed off center subjects the column to bending, or buckling. To prevent this, it is important to center a load squarely over the middle third of the top of the column. The second kind of failure occurs when the maximum strength of a column's material is exceeded by the weight of the load. When this happens, the column crushes, or collapses.
  • Even hollow, thin-walled columns made of weaker material can be made strong under the weight of a heavy load. A paper cup with its bottom removed, for example, is no match for the weight of a person standing on it. It crushes easily because the paper is weak in compression. Filled with sand, however, the paper cup can withstand the same weight -- and then some. Why is this so? Paper is fairly strong by itself in tension. It resists the sand's outward thrust, preventing it from spreading out. Thus contained, the sand in turn prevents the paper from collapsing by resisting the downward force of the weight and making the column stronger in compression. Engineers can sometimes use an inexpensive filler material that is strong in compression -- like sand or loose rocks -- to reinforce a hollow, thin-walled column, allowing them to build safely and cost-effectively. Nature uses this approach in the design of long bones(such as the femur) in the human body, or in palm trees- both have a rigid exterior and a light-weight spongy interior.

-http://www.teachersdomain.org/resource/phy03.sci.phys.mfw.zcolumnsii/

Reflecting on Student Work: Holding Up Bricks (Video)

Columns are characterized by the stress( force/unit area) and strain( change in length) they are subjected to under load.

Young's Modulus of Elasticity measures the change in length(strain) for a given stress(applied force).

Further Investigations:

Try making columns of other materials:

  • 1 liter of dry sand
  • 1 liter of wet sand
  • 1 stick of cold plasticine
  • 1 stick of warm plasticine
  • 1 cubic foot of dry powder snow
  • 1 cubic foot of damp snow
  • Dry plaster
  • Wet plaster

Notice how the stress-strain properties of these materials change with their composition or temperature.

Additional:

Rods vs Tubes( Lorna Gibson, MIT)

Local Buckling

Columns in Nature (Lorna Gibson, MIT)

Columns as Structures