Corte En Elementos
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Pasador de una articulaciΓ³n y bloque de madera 1. Dibujar un diagrama de esfuerzo cortante vs deformaciΓ³n unitaria por cortante. Pasador Γrea de la secciΓ³n: 1.1309 cm2 πΏ1 = 29.8 mm πΏ2 = 29.7 mm π»=
29.8β29.7 2
=0.05
Esfuerzo - DeformaciΓ³n 3500 3000
Esfuerzo
2500
2000 1500 1000 500
0 4.185765839 5.066918301 5.375317583 5.683714778 5.992111139 6.300507499 6.476733991 6.476733991 6.69701502 7.005408459 7.401914301 7.886532531 8.194925939 8.547374718 8.855762319 9.384424693 10.00119698 10.44174693 10.9263514 11.41095254 12.07176975 12.73257782 13.56959738 14.45066604 15.41983294 16.38898986 18.01890658 20.17740619 23.61329322 35.19316609 74.05503049
0
DeformaciΓ³n Unitaria po cortante
2. Calcular el esfuerzo cortante en el lΓmite de proporcionalidad. Pasador π π΄ 3041.142848 [πππΉ] π= 1.1309 [ππ2 ] π=
π = ππππ. πππππ [π€π π /ππ¦π ]
3. Calcular el esfuerzo cortante en la fluencia. Pasador
π π΄ 3147.373909 [πππΉ] π= 1.1309 [ππ2 ] π=
π = ππππ. ππ [π€π π /ππ¦π ]
4. Calcular el esfuerzo cortante ΓΊltimo. Pasador π π΄ 3295.860561 [πππΉ] π= 1.1309 [ππ2 ] π=
π = ππππ. ππππ [π€π π /ππ¦π ]
29.8β29.7 2
=0.05
Esfuerzo - DeformaciΓ³n 3500 3000
Esfuerzo
2500
2000 1500 1000 500
0 4.185765839 5.066918301 5.375317583 5.683714778 5.992111139 6.300507499 6.476733991 6.476733991 6.69701502 7.005408459 7.401914301 7.886532531 8.194925939 8.547374718 8.855762319 9.384424693 10.00119698 10.44174693 10.9263514 11.41095254 12.07176975 12.73257782 13.56959738 14.45066604 15.41983294 16.38898986 18.01890658 20.17740619 23.61329322 35.19316609 74.05503049
0
DeformaciΓ³n Unitaria po cortante
2. Calcular el esfuerzo cortante en el lΓmite de proporcionalidad. Pasador π π΄ 3041.142848 [πππΉ] π= 1.1309 [ππ2 ] π=
π = ππππ. πππππ [π€π π /ππ¦π ]
3. Calcular el esfuerzo cortante en la fluencia. Pasador
π π΄ 3147.373909 [πππΉ] π= 1.1309 [ππ2 ] π=
π = ππππ. ππ [π€π π /ππ¦π ]
4. Calcular el esfuerzo cortante ΓΊltimo. Pasador π π΄ 3295.860561 [πππΉ] π= 1.1309 [ππ2 ] π=
π = ππππ. ππππ [π€π π /ππ¦π ]
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