Plate stresses/forces: Difference between revisions
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* 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 | * 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 | ||
[[File:PlatesAsxt_extra|500px|none|]] | [[File:PlatesAsxt_extra|500px|none|]] | ||
* Asw [[Required | * Asw [[Required shear force reinforcement area]] in mm2/m1 | ||
[[File:PlatesAsw.png|500px|none|]]x,vy | [[File:PlatesAsw.png|500px|none|]]x,vy | ||
* m1 | * m1 [[Resulting mx moment per finite element]] ???? | ||
[[File:Platesm1.png|500px|none|]] | [[File:Platesm1.png|500px|none|]] | ||
* m2 | * m2 [[Resulting my moment per finite element]] ???? | ||
[[File:Platesm2.png|500px|none|]] | [[File:Platesm2.png|500px|none|]] | ||
* v0 | * v0 [[Resulting shear force based on vx,vy]] in kN/m1 | ||
[[File:Platesv0.png|500px|none|]] | [[File:Platesv0.png|500px|none|]] | ||
* Traj-m | * Traj-m [[Direction of m1,m2 moment as trajectory]] | ||
[[File:PlatesTraj-m.png|500px|none|]] | [[File:PlatesTraj-m.png|500px|none|]] | ||
* Traj-v | * Traj-v [[Direction of resulting shear force as trajectory]] | ||
[[File:PlatesTraj-v.png.png|500px|none|]] | [[File:PlatesTraj-v.png.png|500px|none|]] | ||
* Soil pressure | * Soil pressure [[Soil pressure from elastic soil]] in kN/m2 | ||
Revision as of 09:39, 21 May 2022
Plate stresses/forces
- 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 combined 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 Normal force in X-direction in plate coordinate system in kN/m1

- nyy Normal force in Y-direction in plate coordinate system in kN/m1

- nxy Combined normal force in XY-plane in plate coordinate system in kN/m1

- mxx Bending moment in plate X-direction in plate coordinate system in kNm/m1

- myy Bending moment in plate Y-direction 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

- M'udx

- Mudy

- M'udy

- 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