Bolt-hole tear-out in tower internals results from bearing, shear-out, net-section rupture, pull-through, prying, or joint slip in thin sheet. Prevention requires realistic load distribution, adequate edge distance and spacing, controlled hole geometry, suitable washers or backing plates, minimum-thickness checks, compatible tightening, and strict field-modification limits. Bolt strength alone cannot demonstrate joint adequacy, and a deformed hole requires evaluation of the entire connection.

Tower-internal perforated plates must satisfy hydraulic free-area requirements without losing the ligament network needed for strength and stiffness. Hole size, pitch, pattern, orientation, edge distance, manufacturing tolerance, cutouts, and support locations determine net-section strength, buckling, deflection, and fatigue resistance. Procurement drawings and inspections should specify minimum ligaments and final as-built geometry, not only nominal open area and plate thickness.

Tower-distributor water testing should distinguish dimensional verification from process-performance qualification. Reliable acceptance requires defined operating cases, justified scaling between process liquid and water, low- and high-flow testing, zone-based discharge measurement, liquid-level mapping, realistic supports, calibrated instruments, and complete raw data. Differences in viscosity, surface tension, density, and wetting must be addressed before water results are used to guarantee

Tower internals for oxygen-enriched service require system-specific ignition assessment, compatible materials, movement-resistant geometry, controlled fabrication, validated cleaning, representative inspection, sealed packaging, and clean installation. Ordinary visual cleanliness or a generic “oxygen compatible” declaration is insufficient. The owner and supplier must define the operating envelope, governing standard, acceptance tests, traceability, and response to any contamination or rework.

Polythionic acid stress corrosion cracking can attack sensitized austenitic stainless tower internals when sulfide scale encounters oxygen and moisture during shutdown. Prevention requires control of material condition, tensile stress, air ingress, washing chemistry, coverage, drainage, and outage sequence. If protection is lost, targeted surface-crack inspection and system-level assessment are necessary because serious cracking may occur without measurable general corrosion.