NCEA Level 2 Technology study materials
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The bike stand that sagged

NCEA Level 2 Technology · Put your knowledge to work in context.

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The bike stand that sagged

A South Island community trust commissioned a public bike repair stand for a coastal reserve 1.2 km from the sea. The stand has two 25 mm recycled HDPE board arms, each 300 mm long, cantilevered from an aluminium 6061 extrusion clamp that is bolted to a concrete pad. The arms are fastened with 316 stainless bolts, torqued to 8 N·m at installation. The design brief required the arms to hold a 20 kg bike frame without permanent deflection for five years. After four months of summer use the trust reports three symptoms: each arm has sagged 8 mm under its own weight plus a hanging bike, a white powdery deposit has appeared around the bolt heads, and the aluminium clamp shows pitting with one bolt noticeably loose. Surface temperature on the arms was measured at 47°C at 2 pm. Local UV index reaches 12 in summer.

1. Identify the mechanisms most likely to explain the three reported symptoms, and link each mechanism to the specific evidence given.

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The evidence points to three interacting mechanisms, not one.

1. Creep in HDPE (the sagging). Recycled HDPE is a thermoplastic. Under a sustained cantilever load at elevated temperature it deforms progressively rather than elastically. A 47°C surface temperature is a significant fraction of its softening range, and the load is continuous, not intermittent. An 8 mm permanent set on a 300 mm cantilever after four months is consistent with creep, not with a one-off overload - an overload would have left visible cracking or a bent bolt. The UV index of 12 also causes chain scission and embrittlement, so the same component is losing ductility while it creeps.

2. Galvanic corrosion (the white powder and pitting). 316 stainless is cathodic to aluminium 6061 by roughly 0.6–0.8 V in seawater. In a chloride-rich coastal atmosphere the aluminium becomes the anode and corrodes at the bolt interface, producing white aluminium oxide and pitting. The loose bolt follows: corrosion products occupy volume, the joint preload relaxes, and vibration finishes the job.

3. Thermal expansion mismatch. HDPE expands about five to eight times more than aluminium per degree, so the clamped joint is cyclically worked every hot day, which accelerates both the preload loss and moisture ingress.

2. Recommend a redesign of the arm-to-clamp joint, justifying each change against the five-year, 20 kg requirement, and describe a test regime that would verify the design before installation.

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The redesign should remove the sustained bending load from the polymer, break the galvanic couple, and prove the result under accelerated conditions.

Changes

  • Replace the cantilever with a supported span: carry each arm through the clamp and support it at both ends, or add a stainless internal tube or a galvanised steel core, so the HDPE is a wear and weather cover rather than the structural member. Creep deflection scales strongly with span and with sustained stress, so shortening the effective span and reducing stress is more effective than simply thickening the board.
  • Separate the dissimilar metals: isolate the bolts with nylon or HDPE washers and sleeves, or use aluminium-compatible fasteners and a sealed joint. Add a drainage path so chloride runs off rather than pooling at the interface. Specify a torque value and a re-torque interval.
  • Specify UV-stabilised HDPE and confirm the recycled feedstock's stabiliser content with the supplier, since recycled material is variable.

Test regime

  1. Static proof load of 60 kg (three times the service load) for 24 hours, with deflection measured before, during and after.
  2. Sustained-load creep test at 50°C for 1,000 hours with 20 kg applied, recording deflection at intervals and extrapolating to five years.
  3. Salt-spray exposure (for example 480 hours, ASTM B117 or equivalent) on a joint assembly, then inspect for pitting and measure breakaway torque.
  4. UV exposure of a coupon, with impact or flexural testing before and after.

Install a prototype at the site for one summer with monthly deflection and torque readings before committing to the full build.