一 結(jié)構(gòu)屈曲基本原理ppt課件

1、www.DeepWaterC浮式結(jié)構(gòu)設(shè)計(jì)基礎(chǔ)第四章第四章 構(gòu)造穩(wěn)性強(qiáng)度分析構(gòu)造穩(wěn)性強(qiáng)度分析Structural Stability Strength Analysis and Design第一節(jié)第一節(jié) 構(gòu)造穩(wěn)性原理構(gòu)造穩(wěn)性原理Structural Stability Theories閆發(fā)鎖閆發(fā)鎖www.DeepWaterC浮式結(jié)構(gòu)設(shè)計(jì)基礎(chǔ)Buckling Basicsn壓桿的屈曲梁柱的屈曲nEuler column nPe = p2*EI/lk2n n歐拉載荷n臨界載荷n前提假設(shè)n www.DeepWaterC浮式結(jié)構(gòu)設(shè)計(jì)基礎(chǔ)Load Deformation Diagram Columnsww

2、w.DeepWaterC浮式結(jié)構(gòu)設(shè)計(jì)基礎(chǔ)Non-Linear Effectsq實(shí)踐梁的屈曲載荷不等于歐拉載荷的情況q梁的初始缺陷(Initial imperfection) q剩余應(yīng)力Residual stressesq臨界應(yīng)力Critical Stresswww.DeepWaterC浮式結(jié)構(gòu)設(shè)計(jì)基礎(chǔ)The Buckling Curvesn非線性效應(yīng)運(yùn)用屈曲曲線來處置n屈曲曲線是建立在實(shí)驗(yàn)的根底上的n梁的柔度的概念nl = sqrt(fy/fe)nfy = characteristic yield stressnfe = elastic buckling stress (Euler stres

3、s)www.DeepWaterC浮式結(jié)構(gòu)設(shè)計(jì)基礎(chǔ)Buckling Curveswww.DeepWaterC浮式結(jié)構(gòu)設(shè)計(jì)基礎(chǔ)Why is a column not a plate structure?n梁的截面是由板組成的Ifn由于截面中各板的嚴(yán)密結(jié)合和相互作用，失效方式發(fā)生變化www.DeepWaterC浮式結(jié)構(gòu)設(shè)計(jì)基礎(chǔ)Section ClassesnClass 1 Rotation capacity of 3 with full plastic moment capacity (compact)nClass 2 Full plastic moment capacitynClass 3 Ela

4、stic moment capacity (non-compact)nClass 4 Local buckling for stress less than yield (slender)www.DeepWaterC浮式結(jié)構(gòu)設(shè)計(jì)基礎(chǔ)Column Buckling SummarynLinear elastic buckling need to be corrected for imperfections and residual stresses in order to be used in designnThe plate slenderness as expressed by the req

5、uirements to Class 3 (non-compact) will represent the limit for when a plate element will need to be checked for plate bucklingwww.DeepWaterC浮式結(jié)構(gòu)設(shè)計(jì)基礎(chǔ)Buckling of Stiffened Plate PanelsnHierarchy for stiffened panelsnIn the following the structure is assumed to be analyzed by assuming a hierarchy wher

6、e an element from the lower level is totally supported by the higher levelnThe elements are:n-Platen- stiffenern- girdern www.DeepWaterC浮式結(jié)構(gòu)設(shè)計(jì)基礎(chǔ)Classical Plate Theory均布荷載作用下各向同性板的微分方程邊境條件固定邊： 簡支邊：由w的解，得到各力分量如下44442242wwwqxxyyD 2222()xwwMDvxy 2222()ywwMDvyx 2(1)xyyxwMMDvx y 2222()xwwQDxxy 2222()ywwQD

7、yxy www.DeepWaterC浮式結(jié)構(gòu)設(shè)計(jì)基礎(chǔ)板受彎曲與拉伸或緊縮的結(jié)協(xié)作用44422242242212(2)xyxywwwwwwqNNNxxyyDxyx y 虛功原理: The principle of virtual work states that a virtual (very small) change of the internal strain energy must be offset by an identical change in external work due to the applied loads, or: U=V 構(gòu)造的應(yīng)變能 外力所做的功www.Dee

8、pWaterC浮式結(jié)構(gòu)設(shè)計(jì)基礎(chǔ)n彎矩Mx的應(yīng)變能: n彎矩My的應(yīng)變能: n扭矩Mxy的應(yīng)變能： n扭矩Myx的應(yīng)變能： www.DeepWaterC浮式結(jié)構(gòu)設(shè)計(jì)基礎(chǔ)The fundamental assumptions of plate theory1. The material is elastic, homogeneous, and isotropic.2. The plate is initially flat.3. The deflection of midplane is small compared with the thickness of the plate.4. The s

9、traight lines, initially normal to the middle plane before bending, remain straight and normal to the middle surface during the deformation5. The stress normal to the middle plane, z, is small and may be neglected 6. Since the displacements of a plate are small, it is assumed that the middle surface

10、 remains unstrained after bending.www.DeepWaterC浮式結(jié)構(gòu)設(shè)計(jì)基礎(chǔ)The fundamental equations of elasticity theory,xyzyzxzxyuwvxyzvuwyzxwvuzxy1(),1(),1(),yzxxyzyzzxyyzxzxxyzzxyxyEGEGEG 222222222222222222,2,2,2yxyxyyzxzxxyyzxyyzyzxzyzxyxzxzxzzyxx yxyzxy zzyy zyzxyz yxzz xzxyzx y Compatibility equationsEquilibriu

11、m equationsConstitutive equationsGeometry equationswww.DeepWaterC浮式結(jié)構(gòu)設(shè)計(jì)基礎(chǔ)Governing differential equations of plate elementGoverning differential equationsby the deflectionsBy the forcesBoundary conditions1 Clamped, or built-in, or fixed edge y =02 Simply supported edge x=a3 Free edge y=bwww.DeepWate

12、rC浮式結(jié)構(gòu)設(shè)計(jì)基礎(chǔ)Variational principles of solid mechanicsBoundaryBoundary conditionsTotal potential energy of a deformed elastic body and the loads acting on it=U+ The strain energyThe work done external forces InternalVariational principles(a) The Principle of Conservation of Energy(b)The Principle of Vi

13、rtual Work(c) The Principle of MinimumPotential Energywww.DeepWaterC浮式結(jié)構(gòu)設(shè)計(jì)基礎(chǔ)Solution of Rectangular PlatesCylindrical bending of a plate(桶形彎曲，like a beamPure bending of plates純彎曲，Only moments22341234( )wCC xC xC xp x dxNAVIERS Method (Double series solution, 四邊簡支)www.DeepWaterC浮式結(jié)構(gòu)設(shè)計(jì)基礎(chǔ)Solution of Re

14、ctangular Plates (cont.)Subjected to a patch load of intensity p0=constSubjected to a concentrated force PLEVYS Solution (Single series solution, two sides simply supported and two have arbitrary supports)通解和特解Try to find the solutions of rectangular plates with different boundary conditions and loa

15、dswww.DeepWaterC浮式結(jié)構(gòu)設(shè)計(jì)基礎(chǔ)Solution of Rectangular Plates (cont.)A rectangular plate with simply supported edges is subjected to the action of a combined uniform lateral load p and uniform tension NRectangular plates under combined lateral and direct loads Governing differential equationsNAVIERS Method

16、www.DeepWaterC浮式結(jié)構(gòu)設(shè)計(jì)基礎(chǔ)Solution of Rectangular PlatesConsider a simply supported plate with sides a and b.Two plate edges are subjected to an in-plane uniform compressive force Nx=-N Rectangular plates with small initial curvatureGoverning differential equationswww.DeepWaterC浮式結(jié)構(gòu)設(shè)計(jì)基礎(chǔ)Buckling of Plate

17、sThe transition of the plate from the stable state of equilibrium to the unstable one is referred to as buckling or structural instability. In many cases, a failure of thin plate elements may be attributed to an elastic instability and not to the lack of their strength The critical load is the small

18、est load at which both the flat equilibrium configuration of the plate and slightly deflected configuration are possible.The linear buckling analysis of plates based on the following assumptions:(a) Prior to loading, a plate is ideally flat and all the applied external loads act strictly in the midd

19、le plane of the plate.(b) States of stress is described by equations of the linear plane elasticity. Any changes in the plate dimensions are neglected prior to buckling.(c) All the loads applied to the plate are dead loads; that is, they are not changed either in magnitude or in direction when the plate deforms.(d) The plate bending is described by Kirchhoffs plate bending theorywww.DeepWaterC浮式結(jié)構(gòu)設(shè)計(jì)基礎(chǔ)Bucklin