MODEL WITH STIFFENERS Gravity Total Mass of Stones

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MODEL WITH STIFFENERS Gravity Total Mass of Stones 2231 kg Stones radius=0. 15 m

MODEL WITH STIFFENERS Gravity Total Mass of Stones 2231 kg Stones radius=0. 15 m (mass 38. 2 kg each) Slab (mass 92 kg) Stones radius 0. 1 m (mass 11. 3 kg each) Hopper Bucket Stiffeners Mobile Sled X Direction only Springs between Tray and Sled

MODEL WITHOUT SLED

MODEL WITHOUT SLED

MODEL WITHOUT STIFFENERS

MODEL WITHOUT STIFFENERS

CONTACT SLAB TO HOPPER Slab Hopper

CONTACT SLAB TO HOPPER Slab Hopper

CONTACT SLAB TO BUCKET Slab Bucket

CONTACT SLAB TO BUCKET Slab Bucket

HOPPER BOUNDARY CONDITION – FIXED X-Y-Z Hopper

HOPPER BOUNDARY CONDITION – FIXED X-Y-Z Hopper

HOPPER GATES - HINGE NODES Hopper Gates Hinge Nodes

HOPPER GATES - HINGE NODES Hopper Gates Hinge Nodes

HOPPER GATES CLOSED NODES 0 -0. 5 sec Hopper Gates Closed nodes From 0

HOPPER GATES CLOSED NODES 0 -0. 5 sec Hopper Gates Closed nodes From 0 to 0. 5 secs

PRESCRIBED X MOTION OF TRAY – NODES ID Hopper fixed Node(typ) X direction only

PRESCRIBED X MOTION OF TRAY – NODES ID Hopper fixed Node(typ) X direction only

SLED X DIRECTION MOTION CURVE No motion for 0. 5 sec

SLED X DIRECTION MOTION CURVE No motion for 0. 5 sec

SIMULATION 0 to 1. 0 s Hopper filling with stones Stones settling in hopper

SIMULATION 0 to 1. 0 s Hopper filling with stones Stones settling in hopper Tray starts to move (0. 5 s) Gates open at 0. 5 s and stones fall into tray Stones impact tray

SIMULATION 1. 15 s to 2. 01 s Slab impacts tray

SIMULATION 1. 15 s to 2. 01 s Slab impacts tray

SCENARIOS INVESTIGATED SCENARIO BUCKET YIELD STRENGTH STIFFENERS SLED SUSPENPION MOVING A 250 MPa YES

SCENARIOS INVESTIGATED SCENARIO BUCKET YIELD STRENGTH STIFFENERS SLED SUSPENPION MOVING A 250 MPa YES LIGHT B 250 MPa NO YES LIGHT C 250 MPa YES NO LIGHT D 250 MPa YES HEAVY Bucket Stiffeners Sled Spring

SCENARIO A CONTACT FORCES BETWEEN SLAB STONES AND BUCKET Hopper Stones Slab Bucket Stones

SCENARIO A CONTACT FORCES BETWEEN SLAB STONES AND BUCKET Hopper Stones Slab Bucket Stones contact bucket No contact between slab stones and bucket Slab contacts bucket

CONTACT FORCE BETWEEN SLAB AND BUCKET SCENARIOS INVESTIGATED SCENARIO BUCKET YIELD STRENGTH STIFFENERS SLED

CONTACT FORCE BETWEEN SLAB AND BUCKET SCENARIOS INVESTIGATED SCENARIO BUCKET YIELD STRENGTH STIFFENERS SLED MOVING SUSPENSION A 250 MPa YES LIGHT B 250 MPa NO YES LIGHT C 250 MPa YES NO LIGHT D 250 MPa YES HEAVY Tray stationary scenario

CONTACT FORCE BETWEEN SLAB AND BUCKET SCENARIOS INVESTIGATED SCENARIO BUCKET YIELD STRENGTH STIFFENERS SLED

CONTACT FORCE BETWEEN SLAB AND BUCKET SCENARIOS INVESTIGATED SCENARIO BUCKET YIELD STRENGTH STIFFENERS SLED MOVING SUSPENSION A 250 MPa YES LIGHT B 250 MPa NO YES LIGHT C 250 MPa YES NO LIGHT D 250 MPa YES HEAVY

CONTACT FORCE BETWEEN STONES AND BUCKET SCENARIOS INVESTIGATED SCENARIO BUCKET YIELD STRENGTH STIFFENERS SLED

CONTACT FORCE BETWEEN STONES AND BUCKET SCENARIOS INVESTIGATED SCENARIO BUCKET YIELD STRENGTH STIFFENERS SLED MOVING SUSPENSION A 250 MPa YES LIGHT B 250 MPa NO YES LIGHT C 250 MPa YES NO LIGHT D 250 MPa YES HEAVY

VON MISES STRESS @EID SCENARIOS INVESTIGATED SCENARIO BUCKET YIELD STRENGTH STIFFENERS SLED MOVING SUSPENSION

VON MISES STRESS @EID SCENARIOS INVESTIGATED SCENARIO BUCKET YIELD STRENGTH STIFFENERS SLED MOVING SUSPENSION A 250 MPa YES LIGHT B 250 MPa NO YES LIGHT C 250 MPa YES NO LIGHT D 250 MPa YES HEAVY Tray settling on suspension not moving Tray moving and stones falling Impact of stones on tray

VON MISES STRESS @EID Tray moving with stiffeners Tray moving no stiffeners Tray stationary

VON MISES STRESS @EID Tray moving with stiffeners Tray moving no stiffeners Tray stationary with stiffeners

Y DISPLACEMENT @NID No stiffeners Tray not moving

Y DISPLACEMENT @NID No stiffeners Tray not moving

Y DISPLACEMENT @NID

Y DISPLACEMENT @NID

Y DISPLACEMENT @NID

Y DISPLACEMENT @NID

Y DISPLACEMENT @NID

Y DISPLACEMENT @NID