Rebar (Deformed)
Lehigh University. Bethlehem, Pennsylvania
with Anthony Dong
Special thanks to Anthony Viscardi, Richard Suasse, and ATLSS
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Two-hundred and twenty #5 rebar were inserted between two 12” steel tubes at 2 1/2” intervals in a weave pattern. The tubes were hydraulically pinched together at one end forcing the rebar weave to bend upwards and eventually creating an inhabitable space beneath.
