Plate stresses/forces: Difference between revisions
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* nxy [[Membrane shear force in XY-plane]] in plate coordinate system in kN/m1 | * nxy [[Membrane shear force in XY-plane]] in plate coordinate system in kN/m1 | ||
[[File:Platesnxy.png|500px|none|]] | [[File:Platesnxy.png|500px|none|]] | ||
* mxx [[Bending moment in plate | * mxx [[Bending moment in plate around Y-axe]] in plate coordinate system in kNm/m1 | ||
[[File:Platesmxx.png|500px|none|]] | [[File:Platesmxx.png|500px|none|]] | ||
* myy [[Bending moment in plate | * myy [[Bending moment in plate around X-axe]] in plate coordinate system in kNm/m1 | ||
[[File:Platesmyy.png|500px|none|]] | [[File:Platesmyy.png|500px|none|]] | ||
* mxy [[Torsional moment in plate XY-plane]] in plate coordinate system in kNm/m1 | * mxy [[Torsional moment in plate XY-plane]] in plate coordinate system in kNm/m1 | ||
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* vy [[Shear force in plate Y-direction]] in plate coordinate system in kN/m1 | * vy [[Shear force in plate Y-direction]] in plate coordinate system in kN/m1 | ||
[[File:Platesxy.png|500px|none|]] | [[File:Platesxy.png|500px|none|]] | ||
* Mudx | * Mudx [[Wood and Armer]] moment(not used in XFEM4U for reinforcement calculation) | ||
[[File:PlatesMudx.png|500px|none|]] | [[File:PlatesMudx.png|500px|none|]] | ||
* M'udx | * M'udx [[Wood and Armer]] moment(not used in XFEM4U for reinforcement calculation) | ||
[[File:PlatesMaccudx.png|500px|none|]] | [[File:PlatesMaccudx.png|500px|none|]] | ||
* Mudy | * Mudy [[Wood and Armer]] moment(not used in XFEM4U for reinforcement calculation) | ||
[[File:PlatesMudy.png|500px|none|]] | [[File:PlatesMudy.png|500px|none|]] | ||
* M'udy | * M'udy [[Wood and Armer]] moment(not used in XFEM4U for reinforcement calculation) | ||
[[File:PlatesMaccudy.png|500px|none|]] | [[File:PlatesMaccudy.png|500px|none|]] | ||
* Asxb [[Total required reinforcement area on bottom of plate in X-direction]] in plate coordinate system in mm2/m1 based on mxx,myy,mxy,nxx,nyy,nxy,vx,vy | * Asxb [[Total required reinforcement area on bottom of plate in X-direction]] in plate coordinate system in mm2/m1 based on mxx,myy,mxy,nxx,nyy,nxy,vx,vy |
Latest revision as of 07:30, 6 June 2022
Plate stresses/forces
If applicable the stresses/forces are split up by Membrane, Bending or Combined.
- σ-x Bending stress in plate in X-direction in plate coordinate system in MPA
- σ-y Bending stress in plate in Y-direction in plate coordinate system in MPA
- τ-xy Shear stress in XY-direction in plate coordinate system in MPA
- σ-von Mises Combined von Mises stress(σ-x, σ-y,τ-xy) in plate coordinate system in MPA
- nxx Membrane force in X-direction in plate coordinate system in kN/m1
- nyy Membrane force in Y-direction in plate coordinate system in kN/m1
- nxy Membrane shear force in XY-plane in plate coordinate system in kN/m1
- mxx Bending moment in plate around Y-axe in plate coordinate system in kNm/m1
- myy Bending moment in plate around X-axe in plate coordinate system in kNm/m1
- mxy Torsional moment in plate XY-plane in plate coordinate system in kNm/m1
- vx Shear force in plate X-direction in plate coordinate system in kN/m1
- vy Shear force in plate Y-direction in plate coordinate system in kN/m1
- Mudx Wood and Armer moment(not used in XFEM4U for reinforcement calculation)
- M'udx Wood and Armer moment(not used in XFEM4U for reinforcement calculation)
- Mudy Wood and Armer moment(not used in XFEM4U for reinforcement calculation)
- M'udy Wood and Armer moment(not used in XFEM4U for reinforcement calculation)
- Asxb Total required reinforcement area on bottom of plate in X-direction in plate coordinate system in mm2/m1 based on mxx,myy,mxy,nxx,nyy,nxy,vx,vy
- Asxt Total required reinforcement area on top of plate in X-direction in plate coordinate system in mm2/m1 based on mxx,myy,mxy,nxx,nyy,nxy,vx,vy
- Asyb Total required reinforcement area on bottom of plate in Y-direction in plate coordinate system in mm2/m1 based on mxx,myy,mxy,nxx,nyy,nxy,vx,vy
- Asyt Total required reinforcement area on top of plate in Y-direction in plate coordinate system in mm2/m1 based on mxx,myy,mxy,nxx,nyy,nxy,vx,vy
- Asxb_extra Extra required reinforcement area on bottom of plate in X-direction compared with standard reinforcement in the plate in the plate coordinate system in mm2/m1 based on mxx,myy,mxy,nxx,nyy,nxy,vx,vy
- Asxt_extra Extra required reinforcement area on top of plate in X-direction compared with standard reinforcement in the plate in the plate coordinate system in mm2/m1 based on mxx,myy,mxy,nxx,nyy,nxy,vx,vy
- Asyb_extra Extra required reinforcement area on bottom of plate in Y-direction compared with standard reinforcement in the plate in the plate coordinate system in mm2/m1 based on mxx,myy,mxy,nxx,nyy,nxy,vx,vy
- Asyt_extra Extra required reinforcement area on top of plate in Y-direction compared with standard reinforcement in the plate in the plate coordinate system in mm2/m1 based on mxx,myy,mxy,nxx,nyy,nxy,vx,vy
- Asw Required shear force reinforcement area in mm2/m1
x,vy
- v0 Resulting shear force based on vx,vy in kN/m1
- Soil pressure Soil pressure from elastic soil in kN/m2