Wood joint strength testing

I had previously tested a mortise and tenon joint against a dowel joint for strength. In that test the mortise and tenon joint won. But questions remained - how much stronger is one joint vs. the other, and is it possible to improve on the dowel joint?

So I set out to do some more thorough experiments, this time using more samples and actually measuring the breaking force of the joints.

Building the test stand

I needed some sort of sturdy test fixture that would allow me to slowly apply a measured amount of force to the joint. At left, you can see the test stand I came up with. It consists of an L-shaped frame that the joint under test is clamped to, a bathroom scale, and a hydraulic jack.


Like just about everything else, I made this test stand out of wood. With the frame made out of wood, I had to make sure that it would be stronger than any joint I might try to break with it. Nevertheless, I still used spruce, seeing that it's so much cheaper. I compensated for the softer wood by joining it with a really massive triple tenon joint.

The triple tenon joint is about 6 cm deep. This meant that I couldn't use my screw advance box joint jig to cut the tenons. I also couldn't use my quick-set tenon jig, because that jig doesn't move far enough side to side. My crummy delta tenon jig has even less range of motion. So I ended up pulling out my old tenon jig which I built more than 10 years ago. This jig, placed on the right side of the saw had just barely enough stroke to cut this massive joint with. The adjustment screw on it is a 10 turn per inch acme screw. That came in handy for spacing the 1/2" wide tenons at exactly one per inch.


I cut the triple mortises with an endmill in my horizontal boring machine. The endmill cuts deeper than most router bits, but it works better at lower speeds. So I just used my horizontal boring machine as a slot mortiser to cut the mortises, and then chiselled the ends of the mortises square. Each mortise is 1/2" (13 mm) wide, 6 cm deep, and 8 cm long. The pencil gives a bit of a sense of scale.

After gluing it together, I glued another piece to the backside of the joint where it pushes together to give it an extra support.


cad drawing showing dimensions and annual rings

Making joints to test

I decided to standardize the size of my joints to be a 6 x 1.7 cm rail attached to a post 3.5 x 3.5 cm in size. This is close to the size of joint one might use putting together a chair or a stool. It's that sort of joint that gets stressed a lot - so much so that most store-bought wooden chairs will come apart at the joints eventually.

I used yellow carpenters glue for all of my tests. For the wood, I used spruce and then retested with maple.


My favourite is of course the mortise and tenon joint. I made all my tenons 3/8" (10 mm) thick, 27 mm deep, and 55 mm wide.

I made a number of mortise and tenon joints, ranging from tight enough that I had to drive it in with a hammer, to some being loose by a few thou, so that the dry fitted joint would still have a tiny bit of play. More about mortise and tenon joint fit and accuracy


bag of dowels I bought a bag of these pre-cut dowels, 2" long, and 3/8" in diameter (10 x 51 mm). They have ridges, which I figure should help with gluing. They are also supposed to be pre-compressed, and re-expand when glue is applied, for a better fit. I figured these dowels should really give the dowel joints a better chance.


I also went for three dowels, instead of two. The spacing of these dowels is at 3/4" (18 mm). I used my horizontal boring machine, with its indexing function to exactly space my holes.


In terms of strict wood joints joining a rail to a post, I couldn't think of anything else other than maybe to use biscuit joints. But I don't have a biscuit jointer. Besides, if you cared about strength, you wouldn't be using biscuit joint.

I also decided to test several types of screw joints. I rigged up an inclined plane on my horizontal boring machine, which would allow me to mount the work piece at an angle for drilling pocket holes.


Here's one of my pocket hole joints. This one I fastened with 2" drywall screws.


three screws lying on a joint I also tested a joint with the screws through the post and into the endgrain of the rail. I used three 3.6" (80 mm) #8 wood screws, screwed through the post, and straight into the end grain of the spruce. I drilled the pilot holes quite small, so that the thread could really bite into the wood. You can get away with a lot with spruce, because it's quite resilient and doesn't split easily.


Here are all of my test pieces in spruce. All cut from the same piece of 2x8 spruce lumber. I figured that way, I'd reduce the effect of variations in the wood between different boards as a source of bias. I was careful to select a board that had relatively consistent grain throughout.

For economy, I always joined two rails onto one post. I always combined two different types of joint on the same post, to reduce any bias that might come from one post being slightly better than another.

Spruce can vary quite a lot in weight and hardness, as I found out when doing some wood hardness testing experiments earlier. I used a relatively heavy piece of spruce for these tests, simply because all the stock on my lumber rack was of the heavy variety. I always select the heaviest boards when I buy lumber.


Testing the joints

It's easy to forget to note down the result, or miss the actual point where the force was maximum before the joint lets go. So I set up a digital camera to take a video of my bathroom scale as I was running the tests.

I also set up a lever, with some 1/2" metal shafts as pivots, to cut the load on my bathroom scale by a factor of two in case I needed to push harder than the 300 pounds that my scale goes to. For the softwood joints though, it turned out that none of the joints exceeded 300 pounds, so I just put the jack directly on the scale.

I applied the force exactly 20 cm (8") from the post for each test, so that the same load reading would result in the same amount of torque at the joint.

I also adjusted the zero knob on my scale to compensate for the weight of the jack, so that it read zero pounds with the jack standing on it. This saved me the trouble of having to subtract the weight of the jack every time.


I made three identical dowel joints. The dowel joint test samples failed at 120, 140, and 145 pounds. I expected some variation, and was satisfied that these were all fairly close to each other.

I split apart the wood afterwards to inspect how the joint had failed. As expected, bits of the post adhered to the dowels, so even though the joint failed along the glue line, it doesn't suggest that the glue itself failed. All three joints failed with the dowels pulling out of the post, none with the dowels pulled out of the rail. So this suggests that the long grain to long grain in the rail is slightly stronger than the long grain to cross grain joint in the post.


I made quite a lot of mortise and tenon joints, which fit with different degrees of tightness. I split apart some of these after testing them to inspect the result. As expected, bits of the post were stuck to the tenon, so this again suggests that the glue itself was not the cause of failure.

The mortise and tenon joints failed at 170, 175, 140, 180, 185, and 190 pounds. There wasn't any detectable difference between the loose, snug, and overly tight joints that I made. My conclusion is that the fit, to the last few thousandth of an inch, is not that important to the actual strength of the joint, so long as there is glue in the joint everywhere.

The mortise and tenon joints averaged 172 pounds, whereas the dowel joint averaged 135 pounds. So the mortise and tenon joints still beat out the dowel joints, but not by a dramatic margin. On average, the mortise joints were only about 25% stronger.


Testing the screw joints

Next I tested the screw joints. Testing these was rather unsatisfying, because, in general, the joint would just yield and yield. There was no explicit point of failure. The joint at left, for example, is still not at its maximum amount of force. What happened is that the rail would just push itself into the post, and the screw heads would pull into the wood on the other side. This started happening at a force of just 85 pounds. As the screw heads pulled further into the wood, force was still increasing. But the joint was bent on the order of five degrees. From an aesthetic point of view, the joint was way past a point of unacceptable deflection.


I experimented with reinforcing the screw heads with washers, which allowed me to increase the load to 210 pounds before the screws finally pulled out of the end grain. I was really surprised how well the screws held in the end grain of the rail. But I was still getting a lot of deflection in the joint as I tested. Even these 5/8" (16 mm) washers got pulled into the wood, and the rail also compressed into the post.

The lesson from this is that the screw joints' strength were not limited by the screw thread's ability to hold in the wood, even for end grain. The screw head without a washer just didn't provide enough contact area against the wood compared to what a long screw thread could hold - even if its in the endgrain.


My pocket hole joints failed at just 115 and 110 pounds, with the 2" #7 screws pulling out of the post. I unscrewed one of the rails, and screwed it against a maple rail and re-tested. This time, it went up to 140 pounds before it failed, with the rail splitting around the pocket holes. So 140 pounds is what I would have achieved if I had used longer, larger screws. Again though, the amount of deflection was past unacceptable well before the joint let go.

Retesting with maple

I tested two dowel joints with maple. These failed at 230 and 245 pounds.

For the mortise and tenon joint in maple, I tested just two joints, which failed at 300 and 270 pounds.

Overall, the hardwood mortise and tenon and dowel joints showed a minimal amount of deflection before failure, whereas the spruce joints deflected a bit before the point of letting go.

I used 2" #8 screws for the pocket hole joint in maple. The joint failed at 220 pounds, with the pocket holes splitting apart.

The joint with the 3 1/2" screws screwed through the post and into the end grain held up to 160 pounds before the screw heads got pulled into the post. After I put washers behind the screw heads, I was able to load the joint to 300 pounds. At 300 pounds, the joint hadn't 'failed' yet, but it had deflected so far that I considered it pointless to go any further. Even with the extra contact area provided by the washers, the screw heads and washers were just pulling further and further into the maple. The washers also got seriously bent out of shape.

The trouble with screw joints

Overall, all the screwed joints had an unacceptable amount of opening up of the joint before they actually let go. From a furniture building perspective, having a joint open up by a few degrees is unacceptable, so the ultimate strength where the screwed-together joint comes apart really isn't a useful measure in terms of making furniture.

That said, the amount of yielding before failure of a screw joint does give it a certain amount of toughness. Failure is gradual, and it takes a lot of energy to get a joint to let go. This means whatever you fasten with screws takes a lot of beating before it fully comes apart. This property is useful if you are building sawhorses, scaffolding, or packing crates. But for furniture making, it doesn't help much. So my conclusion is that for furniture applications where strength is critical, screw joints should be avoided. That said, it's fine to use screws to attach a panel to the back of a dresser or bottom of a box, but you shouldn't rely on screws to hold a chair frame together. If you do use screw joints, I think it's best not to cover the heads, so that if the joint does open up a little, you can at least re-tighten the screws.

The main problem with screw joints with longer screws is that the screw heads pull through the material. A typical countersink screw is quite bad for this because the screw head forms a nice cone that is easier to push into the wood. The flatter head of a drywall screw is probably better in this regard. If you build something where the screw is hidden, it may be a good idea to put a washer behind the screw head to give it a bit more contact area with the wood.

The screws held surprisingly well in the end grain. I also experimented with drilling a slightly larger hole for the screw, and filling the hole in the end grain with glue before inserting the screw. This did improve the holding power even more, yet the screw could still be unscrewed. So that may be an effective technique to repair furniture where the screws have pulled out of the wood.

 Force of failure in pounds, applied at 20 cm
1 pound = 0.45 kg = 4.4 Newtons
Joint typeSpruceMaple
Mortise and tenon170,175,140,180,185,190300, 270
Dowel120,140,145230, 245
Pocket hole *115,110,140220
End grain screw *85160
End grain screw + washers *210300

* All screw joints deflected to such a large extent before failure that the ultimate failure strength is useless as far as furniture making is concerned.


For reference, I also tested the hardness of the wood I used, using my screwdriver drop hardness test method. My spruce samples divoted by .115" on average, which made it slightly softer than many of the spruce samples in my hardness table. All my spruce is selected for being heavy, so I'm pretty sure the spruce I was using was still slightly harder than the average piece. My hardwood samples tested with divot depths of .035" to .043", which puts it in the middle of the range for the hardwoods.

Further observations

  • In my tests, mortise and tenon joints outperformed dowel joints by an average of 25%. This is actually impressive performance for the dowel joints. The outside two dowels were only 47.6 mm apart at the furthest edges, whereas my tenons were 56 mm wide - nearly the width of the stock. I couldn't put the dowels all the way out to the edge of the rail because they still needed wood around them to glue into. The dowels also only protruded 25 mm into the post (half of the length of the pre-cut 2" dowels), and the taper at the end of the dowels also shortened their effective glue area by another millimeter or two. If I had restricted my tenons to the geometry I was forced to with the dowels, I'm pretty sure they would have lost the advantage. That all said, the tenon joints were faster to make and glue up.
  • In one of my spruce mortise and tenon joints, I had the growth rings parallel to the tenon. This joint failed by the wood in the post shearing along the growth rings, and failed significantly sooner than expected. So for strength it's probably best to orient the wood so that your tenons cross as many growth rings as possible. I excluded this one sample from my results.
  • The first maple mortise and tenon joints that I tested failed much sooner than expected. On close examination, I did not see the usual transfer of fibers from one part to the other. The glue, not the wood had failed. Apparently, for that joint, 36 hours had not been enough to let the glue fully dry. I excluded that sample and waited another 24 hours before testing the remaining hardwood joints.
  • The hardwood joints did not show any noticeable deflection or strain on the joint right up to the point of failure. Spruce showed more deflection. The screw joints all caused the joint to open up to an unacceptable degree long before they actually let go.
  • A big long screw holds surprisingly well in the wood's end grain. I drilled the pilot holes quite small, so all my rails were in danger of splitting when I put the screw in the end grain. However, another quick test I did was to drill the hole larger, fill it with glue, and then put the screw in. This arrangement held very well, and the screw could still be unscrewed and re-screwed.

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