Joint Result Script Examples

Download the SupportResult.fez for this example.

Code Snippet: Get Support Joint Results

from rs2.interpreter.RS2Interpreter import RS2Interpreter
import os, inspect

RS2Interpreter.startApplication(port=60087)
current_dir = os.path.dirname(os.path.abspath(inspect.getfile(lambda: None))) 
interpreter = RS2Interpreter(port=60087)
model = interpreter.openFile(rf"{current_dir}\example_models\SupportResults.fez")

stages = [1, 2]

results = model.GetJointResults(stages)

for stageNum, allJointResults in results.items():
    print(f"Stage {stageNum} Joint Results\n")
    for singleJointResult in allJointResults:
        jointID = singleJointResult.entity_id
        print(f"\tJoint Unique ID = {jointID}")
        joint_element_results = singleJointResult.joint_element_results
        print("\tJoint Element Results:\n")
        for jointResult in joint_element_results:
            start_x = jointResult.start_x
            start_y = jointResult.start_y
            end_x = jointResult.end_x
            end_y = jointResult.end_y
            distance = jointResult.distance
            normal_stress = jointResult.normal_stress
            shear_stress = jointResult.shear_stress
            confining_stress = jointResult.confining_stress
            normal_displacement = jointResult.normal_displacement
            shear_displacement = jointResult.shear_displacement
            yieldedStatus = jointResult.yielded
            print(f"\tStart X-Coord = {start_x}, Start Y-Coord = {start_y}, End X-Coord = {end_x}, End Y-Coord = {end_y}")
            print(f"\tDistance = {distance}, Normal Stress = {normal_stress}, Shear Stress = {shear_stress}, Confining Stress = {confining_stress}")
            print(f"\tNormal Displacement = {normal_displacement}, Shear Displacement = {shear_displacement}, Yielded = {yieldedStatus}\n")

model.close()

interpreter.closeProgram()

Output

Stage 1 Joint Results

	Joint Unique ID = External boundary0
	Joint Element Results:

	Start X-Coord = 11.949843172111, Start Y-Coord = 16.8602900357032, End X-Coord = 7.66165679261041, End Y-Coord = 16.0080637205343
	Distance = 2.186025624140804, Normal Stress = 4.0118, Shear Stress = 0.06408, Confining Stress = None
	Normal Displacement = 3.98454459388709e-05, Shear Displacement = 9.518369020371651e-07, Yielded = False

	Start X-Coord = 7.66165679261041, Start Y-Coord = 16.0080637205343, End X-Coord = 3.37347041310981, End Y-Coord = 15.1558374053654
	Distance = 6.558076872422411, Normal Stress = 5.5995, Shear Stress = -0.064085, Confining Stress = None
	Normal Displacement = 3.567238008880944e-05, Shear Displacement = -9.650382373340867e-07, Yielded = False

	Joint Unique ID = Joint boundary0
	Joint Element Results:

	Start X-Coord = 2.917735202249, Start Y-Coord = 13.0941781181379, End X-Coord = 6.48770615356857, End Y-Coord = 13.767303954077
	Distance = 1.8164382032066397, Normal Stress = 301.5, Shear Stress = 18.694, Confining Stress = None
	Normal Displacement = 0.0003597035162463307, Shear Displacement = 0.00034176638278219496, Yielded = False

	Start X-Coord = 6.48770615356857, Start Y-Coord = 13.767303954077, End X-Coord = 9.38694273650449, End Y-Coord = 14.3139613569202
	Distance = 5.108038014502138, Normal Stress = 286.85, Shear Stress = 70.918, Confining Stress = None
	Normal Displacement = 0.00042772133456998217, Shear Displacement = 0.001089937591138087, Yielded = False

	Start X-Coord = 9.38694273650449, Start Y-Coord = 14.3139613569202, End X-Coord = 12.2861793194404, End Y-Coord = 14.8606187597633
	Distance = 8.05836123067984, Normal Stress = 248.94, Shear Stress = 68.214, Confining Stress = None
	Normal Displacement = 0.00029805069143089665, Shear Displacement = 0.000887685823484493, Yielded = False

	Joint Unique ID = Pile0
	Joint Element Results:

	Start X-Coord = 9.00086957359009, Start Y-Coord = 11.5846033227529, End X-Coord = 9.00086957359009, End Y-Coord = 7.79916982912479
	Distance = 1.8927167468140547, Normal Stress = -0.92443, Shear Stress = 0.28125, Confining Stress = 1021.4
	Normal Displacement = -4.6221e-05, Shear Displacement = 0.00010601666666666666, Yielded = False

Stage 2 Joint Results

	Joint Unique ID = Joint boundary0
	Joint Element Results:

	Start X-Coord = 2.917735202249, Start Y-Coord = 13.0941781181379, End X-Coord = 6.48770615356857, End Y-Coord = 13.767303954077
	Distance = 1.8164382032066397, Normal Stress = 51.711, Shear Stress = 26.07, Confining Stress = None
	Normal Displacement = 1.737090431927168e-05, Shear Displacement = 0.00039828176446499885, Yielded = False

	Start X-Coord = 6.48770615356857, Start Y-Coord = 13.767303954077, End X-Coord = 9.38694273650449, End Y-Coord = 14.3139613569202
	Distance = 5.108038014502138, Normal Stress = None, Shear Stress = None, Confining Stress = None
	Normal Displacement = None, Shear Displacement = None, Yielded = False

	Start X-Coord = 9.38694273650449, Start Y-Coord = 14.3139613569202, End X-Coord = 12.2861793194404, End Y-Coord = 14.8606187597633
	Distance = 8.05836123067984, Normal Stress = None, Shear Stress = None, Confining Stress = None
	Normal Displacement = None, Shear Displacement = None, Yielded = False

	Joint Unique ID = Pile0
	Joint Element Results:

	Start X-Coord = 9.00086957359009, Start Y-Coord = 11.5846033227529, End X-Coord = 9.00086957359009, End Y-Coord = 7.79916982912479
	Distance = 1.8927167468140547, Normal Stress = -0.69699, Shear Stress = 0.12483, Confining Stress = 930.99
	Normal Displacement = -3.484973333333334e-05, Shear Displacement = 6.241666666666667e-05, Yielded = False