Post-tensioning strand arrives at the jobsite sheathed in a plastic extrusion filled with grease. That sheathing protects the strand from corrosion, isolates it from the surrounding concrete, and lets the strand stretch under load. But before a contractor can swage on an anchor, stab the strand through a chuck, or perform any field termination, that sheathing has to come off — cleanly, at exactly the right length, without nicking a single wire.
Strip it badly and you compromise the corrosion barrier, damage the wire, or introduce a stress riser. Strip it cleanly and the rest of the post-tensioning operation goes smoothly. Here’s what every PT crew, supplier, and inspector should know about strand sheathing removal.
Why Sheathing Removal Is a Bigger Deal Than It Looks
In unbonded post-tensioning, the strand is intended to slide freely inside the sheathing over its entire length. The sheathing’s job is twofold:
- Corrosion protection. The grease-filled sheath shields the high-strength steel from chlorides, moisture, and concrete alkalinity.
- Debonding. The sheath prevents the strand from bonding to the slab, allowing the entire length to stretch when stressed.
At the anchor end, the sheathing has to be removed precisely. Too short, and the chuck won’t seat correctly — the wedge teeth bite into sheathing instead of strand, and grip is unreliable. Too long, and you’ve created an unprotected window of bare strand within the concrete. Nick a single wire of a 7-wire 0.6-in strand and you’ve removed roughly 14% of its capacity at that location and seeded a stress concentration that fatigues toward failure.
The Common Field Methods — And Their Failure Modes
Utility Knife / Box Cutter
The default tool on most jobsites. A worker scores the sheathing in a longitudinal cut, peels it back, and trims the end. Failure mode: blade depth is operator-dependent. Cut too deep and the blade lands on a wire. Quality varies cut-to-cut, even with the same operator, even with the same blade. There is no production rate — just hands.
Heated Wire / Hot Knife
Some crews melt through the sheathing with a heated tool. Failure mode: the heat can degrade the grease film at the cut interface, and overheated polymer leaves a glassy residue on the strand that interferes with wedge grip. It also generates fumes from the polyethylene extrusion, which most jobsite ventilation isn’t equipped for.
Improvised Pliers / Snips
Crushing or shearing the sheathing with general-purpose hand tools. Failure mode: inconsistent length, frayed sheath edge, and a high probability of pinching individual wires of the strand at the cut location.
What “Cleanly Stripped” Actually Means
An acceptable sheathing strip has four characteristics:
- Length is repeatable. Anchor manufacturers specify the exposed-strand length in their installation instructions (typically 36–48 in for slab tendons, longer for beams). The tolerance is ±1/4 in for the same reason the chuck’s internal geometry is held to thousandths.
- The cut edge of the sheath is square. A diagonal or torn edge introduces an unprotected wedge of strand at the entry to the anchor pocket.
- No wire damage. A 10× loupe on a freshly stripped end should show round, undamaged wires. No nicks, no scoring, no flat spots.
- The strand surface is clean of polymer residue. Wedges grip steel, not plastic film.
The Case for a Dedicated Tool
In most production trades, when a manual operation has a high consequence of failure and a low rate of throughput, the answer is a purpose-built tool. Electrical contractors don’t strip Romex with a utility knife — they use a tool engineered for the wire gauge. PEX installers don’t cut tubing with snips when there’s a calibrated cutter. The same logic applies to PT strand sheathing.
A proper strand sheathing stripper should:
- Reference depth from the strand diameter, not the operator’s eye — so the blade never reaches steel
- Produce a square, repeatable cut at a fixed length
- Handle both 0.5-in and 0.6-in diameter strand without changeover delay
- Operate single-handed in tight conditions — PT pulls happen in cramped beam pockets and slab edges
- Tolerate field abuse, dust, and grease without losing geometric integrity
What We’re Building
PartSnap is developing a purpose-built PT strand sheathing stripper — a handheld tool that produces a clean, length-controlled strip on 0.5-in and 0.6-in strand without operator-dependent blade depth. The provisional patent is in preparation, and the prototype is in the validation phase across a small set of friendly post-tensioning suppliers.
If you run a PT crew, a strand fabrication operation, or supply tendons to general contractors and you’re tired of arguing with your installers about strip quality, we want to talk to you. Early feedback shapes the production version. Reach out with your typical strand size, anchor system, and current strip method.
Specification Tips for the Owner’s Engineer
If you write the post-tensioning specification on a project, two clauses pay for themselves on the first inspection round:
- Require visual inspection of stripped strand ends at a stated frequency (e.g., 1 in 10 anchors, or 100% on tendons exceeding a certain stress level). Document with photos at incoming or pre-grouting inspection.
- Specify a stripping method. “Hand stripping with utility knife” is a permission slip for bad work. “Mechanical strand sheathing stripper, set to manufacturer’s recommended exposed length, with 10× visual inspection of strand prior to chuck installation” is enforceable.
The Long View
Post-tensioning has been used in slab and beam construction for more than 50 years. The strand is engineered to thousandths. The anchors are engineered to thousandths. The wedges are engineered to thousandths. The grout, the duct, the inspection protocol — all engineered. The one operation routinely left to a utility knife is the sheathing strip. That’s the gap we’re closing.
For background on the broader engineering services we offer around prestressed and post-tensioned systems, see our engineering services page or contact us for a no-charge initial discussion on tooling, inspection protocol, or supplier qualification for PT work.
