OOnn tthhee UUssee ooff PPiicckkeettss aanndd FFlluukkeess aass SSnnooww AAnncchhoorrss ART FORTINI Sierra Madre Search & Rescue International Technical Rescue Symposium Denver, CO November 2002 PPiicckkeettss Placements (cid:194) Traditional vertical Horizontal Sierra picket Behavior (cid:194) Strong snow Powdery Snow FFlluukkeess Rake angle (cid:194) Behavior (cid:194) Strong snow Powdery Snow MMuullttii--TTooooll AAnncchhoorrss Parallel anchors (cid:194) Series anchors (cid:194) Crossed tools (cid:194) Equalization (cid:194) methods EEffffeeccttss ooff ssnnoowwppaacckk Mechanical properties (cid:194) Compressive strength Tensile strength Shear strength Layering (cid:194) Weak layers Icy layers Disturbance and settling time (cid:194) AAnncchhoorr FFaaiilluurree System breaks at the weakest link (cid:194) Software failure Snow failure Hardware failure rope webbing σ A σ A biner hardware c c s s compression shear SShheeaarr vvss CCoommpprreessssiivvee FFaaiilluurree σ > σ (cid:194) c s Determined by shear snowpack A s A << A (cid:194) c s A = LW c A = f(d,W) W s Failure (cid:194) compression A c shear if σ A > σ A c c s s comp if σ A < σ A c c s s CCAAUUTTIIOONN !! Building a man-rated system out of snow (cid:194) Material is extraordinarily weak – σ < 1 psi (snow) s,t – σ < 10 psi (snow) c – σ > 100,000 psi (steel) t Material properties vary tremendously Material properties typically unknown when building the anchor Fortunately, the applied loads are typically small CCoommpprreessssiivvee FFaaiilluurree Seen only when (cid:194) compressive stress is higher than compressive strength and shear stress is less than shear strength Dominant effect in (cid:194) traditional picket placements in any snow all anchors in weak, powdery snow SShheeaarr FFaaiilluurree Surface area of stress cone (cid:194) Much larger than area of tool Stress cone extends top view – horizontally at ~45o – upward at ~30o Dominant effect in strong snow (cid:194) – flukes, mid-clipped pickets side view
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