gmtflexure1gmt
Compute flexural deformation of 2-d loads, forces, bending and moments
Usage
gmtflexure {-Drm/rl
[/ri]
/rw
-ETe
[u] | D | file
[-A
[{l | r}]
[/args]]
[-CpPoisson]
[-CyYoung]
[-Fforce]
[-Qargs]
[-S]
[-Twfile]
[-V
[level]]
[-Wwd]
[-Zzm]
[-bibinary]
[-dnodata]
[-eregexp]
[-hheaders]
[-iflags]
[-oflags]}
Overview
gmtflexure computes the flexural response to 2-D loads using a range of user-selectable options, such as boundary conditions, pre-existing deformations, variable rigidity and restoring force, and more. The solutions are obtained using finite difference approximations to the differential equations.
Required arguments
-Drm/rl[/ri]/rw-
Sets density for mantle, load, infill (optionally, otherwise it is assumed to equal the load density), and water. If ri is not given then it defaults to rl.
-ETe[u]|D|file-
Sets the elastic plate thickness (in meter); append
kfor km. If the elastic thickness exceeds 1e10 it will be interpreted as a flexural rigidity D instead (by default D is computed from Te, Young's modulus, and Poisson's ratio; see-Cto change these values). Alternatively, supply a file with variable plate thicknesses or rigidities. The file must be co-registered with any file given via-Q.
Optional arguments
-A[l|r]bc[/args]-
Sets the boundary conditions at the
left andright boundary. The bc can be one of four codes: 0 selects the infinity condition, were both the deflection and its slope are set to zero. 1 selects the periodic condition where both the first and third derivatives of the deflection are set to zero. 2 selects the clamped condition where args (if given) sets the deflection value [0] (and its first derivative is set to zero), while 3 selects the free condition where args is given as moment/force which specify the end bending moment and vertical shear force [0/0]. Use SI units for any optional arguments.
|
Change the current value of Poisson's ratio [0.25]. |
|---|---|
|
Change the current value of Young's modulus [7.0e10 N/m^2]. |
-Fforce]-
Set a constant horizontal in-plane force, in Pa m [0]
-Qn|q|t[args]-
Sets the vertical load specification. Choose among these three options:
-Qnmeans there is no input load file and that any deformation is simply driven by the boundary conditions set via-A. If no rigidity or elastic thickness file is given via-Ethen you must also append min/max/inc to initiate the locations used for the calculations. Append + to inc to indicate the number of points instead.-Qq[loadfile] is a file (or stdin if not given) with (x,load in Pa) for all equidistant data locations. Finally,-Qt[topofile] is a file (or stdin if not given) with (x,load in m or km, positive up); see-Mfor topography unit used [m].
-S-
Compute the curvature along with the deflections and report them via the third output column [none].
-Twfile-
Supply a file with pre-existing deformations [undeformed surface].
-Wwd-
Specify water depth in m; append k for km. Must be positive [0]. Any subaerial topography will be scaled via the densities set in
-Dto compensate for the larger density contrast with air.
-Zzm-
Specify reference depth to flexed surface in m; append k for km. Must be positive [0]. We add this value to the flexed surface before output.
-V[level] (more ...)-
Select verbosity level [c].
-bi[ncols][t] (more ...)-
Select native binary input.
-d[i|o]nodata (more ...)-
Replace input columns that equal nodata with NaN and do the reverse on output.
-e[~]"pattern" |-e[~]/regexp/[i] (more ...)-
Only accept data records that match the given pattern.
-h[i|o][n][+c][+d][+rremark][+rtitle] (more ...)-
Skip or produce header record(s).
-icols[+l][+sscale][+ooffset][,...] (more ...)-
Select input columns and transformations (0 is first column).
-ocols[,...] (more ...)-
Select output columns (0 is first column).
-^or just--
Print a short message about the syntax of the command, then exits (NOTE: on Windows just use
-).
-+or just +-
Print an extensive usage (help) message, including the explanation of any module-specific option (but not the GMT common options), then exits.
-?or no arguments-
Print a complete usage (help) message, including the explanation of all options, then exits.
Note on units
The -M option controls the units used in all input and output files. However, this option does not control values given on the command line to the -E, -W, and -Z options. These are assumed to be in meters unless an optional k for km is appended.
Plate flexure notes
We solve for plate flexure using a finite difference approach. This method can accommodate situations such as variable rigidity, restoring force that depends on the deflection being positive or negative, pre-existing deformation, and different boundary conditions.
Examples
To compute elastic plate flexure from the topography load in topo.txt, for a 10 km thick plate with typical densities, try
gmt flexure -Qttopo.txt -E10k -D2700/3300/1035 > flex.txt
References
Releases
2 releases since Debian 9 (Stretch); the text changed 1 time.