Section_Library > HomoCircSecw1dMat
HomoCircSecw1dMat
Purpose
response of homogeneous circular section with uniaxial material
Synopsis
SecResp = HomoCircSecw1dMat (action,SecNo,ndm,SecData,SecState)
Description
HOMOCIRCSECw1dMAT response of homogeneous circular section with uniaxial material SECRESP = HOMOCIRCSECw1dMAT (ACTION,SECNO,NDM,SECDATA,SECSTATE) the function determines the response of a homogeneous circular section with uniaxial material by midpoint integration in y-direction for 2d, and in y- and z- direction for 3d response (section resisting forces are N-Mz for NDM=2 and N-Mz-My for NDM=3) ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ When the character variable ACTION has one of the following values, the function performs the listed operations and returns the results in SECRESP: ACTION = 'chec': check section property data for omissions and assign default values 'init': initialize section history variables 'forc': report section resisting forces 'stif': report section stiffness matrix and resisting forces 'post': report post-processing information ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ The data structure SECRESP stands for the following data object(s) for each ACTION: SECRESP = SECDATA for action = 'chec' SECRESP = SECSTATE for action = 'init' SECRESP = SECSTATE for action = 'stif' SECRESP = SECSTATE for action = 'forc' SECRESP = SECPOST for action = 'post' SECRESP is empty for unsupported keywords ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ SECDATA is a data structure with section property information; it has the fields R(1:2) = outer radius and inner radius of section (default = R(1) only) nr = no of integration points (fibers) over radius (default=5)(thus 2 x nr across diameter) nth = no of integration points (fibers) in circumferential direction (used for 3d only),(default=10) Rdrat = ratio of inner to outer radius for switching to uniform dicretization IntTyp = function name for section integration ('Midpoint' or 'Cubature') MatName = function name for material uniaxial stress-strain relation MatData = data structure with material property data ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ SECSTATE is a data structure with information about the current section state; it has the fields e = vector of total section deformations De = vector of section deformation increments from last convergence DDe = vector of section deformation increments from last iteration edot = vector of section deformation rates ks = section stiffness matrix; returned under ACTION = 'stif' s = section resisting force vector; returned under ACTION = 'stif' or 'forc' Past = section history variables at last converged state Pres = current section history variables ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ SECPOST is a data structure with section response information for post-processing; it has the fields e = section deformations s = section stress resultants Mat{i} = material response information for post-processing (see material function with MatName)
Cross-Reference Information
This function calls:
- Extract_Sec2MatState extract material state from section state
- Create_IPMesh4Circ integration point coordinates, weights and material IDs for circular disc or annulus