Section_Library > ReCircSecw1dMat
ReCircSecw1dMat
Purpose
response of reinforced circular section with uniaxial materials
Synopsis
SecResp = ReCircSecw1dMat (action,SecNo,ndm,SecData,SecState)
Description
RECIRCSECw1dMAT response of reinforced circular section with uniaxial materials SECRESP = RECIRCSECw1dMAT (ACTION,SECNO,NDM,SECDATA,SECSTATE) the function determines the response of a reinforced circular section with uniaxial materials 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) cv(1:2) = outer/inner cover (default=[0,0]) nr = no of integration points (fibers) for core in radial direction (default=5)(thus 2 x nr across diameter) nth = no of integration points (fibers) for core in circumferential direction (used for 3d only),(default=12) nrc = no of integration points (fibers) for cover in radial direction (default=5) ntc = no of integration points (fibers) for cover in circumferential direction (default=12) MatName = cell array with function names for uniaxial stress-strain relations (1=core,2=cover) MatData = cell array with properties for uniaxial stress-strain relations (1=core,2=cover) BMatName = function name for uniaxial stress-strain relation of reinforcing bars BMatData = data structure with material property data for reinforcing bars BarAyz = array with y-z coordinates and area of each reinforcing bar; y-coordinate in first column, z-coordinate in second, area in third ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ 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 force 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