Re: [SIESTA-L] MD.VariableCell and routine constr issue

2014-06-15 Por tôpico Mostafa Shabani
Hi
use GeometryConstraints
fore example

%block GeometryConstraints
cellside c
cellangle alpha beta gam
position from -1 to -10
rigid 1 2
center 1 2 0.0 0.0 1.0
stress 4 5 6
routine constr
%endblock GeometryConstraints


On Sun, Jun 15, 2014 at 1:04 AM, xu yuehua xu11249...@gmail.com wrote:


 Hi,all:

 i want to relax the geometry of the cell, but i only need relax the c
 cellside, and fix the a, b side.

 according to the manual;

 i rewrite the cinstr.f the code is

 *! and J.M.Soler, 1996-2006.*
 *! *
 *! Use of this software constitutes agreement with the full conditions*
 *! given in the SIESTA license, as signed by all legitimate users.*
 *!*
 *c $Id: constr.f,v 1.6 2003/06/23 09:46:16 ordejon Exp $*

 *  subroutine constr( cell, na, isa, amass, xa, stress, fa, ntcon )*
 *c **
 *c User-written routine to implement specific geometric constraints,*
 *c by orthogonalizing the forces and stress to undesired changes.*
 *c Arguments:*
 *c real*8  cell(3,3): input lattice vectors (Bohr)*
 *c integer na   : input number of atoms*
 *c integer isa(na)  : input species indexes*
 *c real*8  amass(na): input atomic masses*
 *c real*8  xa(3,na) : input atomic cartesian coordinates (Bohr)*
 *c real*8  stress( 3,3) : input/output stress tensor (Ry/Bohr**3)*
 *c real*8  fa(3,na) : input/output atomic forces (Ry/Bohr)*
 *c integer ntcon: total number of positions constr. imposed*
 *c **
 *  implicit none*
 *  integer  na, isa(na), ntcon*
 *  double precision amass(na), cell(3,3), fa(3,na),*
 * . stress(3,3), xa(3,na)*

 *c Write here your problem-specific code.*
 *  stress(1,2) = 0.0d0*
 *  stress(1,3) = 0.0d0*
 *  stress(1,1) = 0.0d0*

 *  stress(2,1) = 0.0d0*
 *  stress(2,2) = 0.0d0*
 *  stress(2,3) = 0.0d0*

 *  stress(3,1) = 0.0d0*
 *  stress(3,2) = 0.0d0*
 *c  stress(3,3) = 0.0d0*
 *  return*

 *  end*

 am i right?

 my question is in the fdf input file, Should i set the MD.VariableCell =T

 and also Set
 %block GeometryConstraints
 routine constr
 %endblock GeometryConstraints


 or set the latter only, let the  MD.VariableCell =F

 i need your help

 thanks very much!
 --
 unl chemistry department



Re: [SIESTA-L] Cohesive Energy

2014-06-15 Por tôpico Arun Kumar
It can be calculated as follows:

Cohesive energy = {total energy of the system - total number of atoms x (sum of 
energy of its constituents in atomic state)}/total number of atoms
 
With Regards

Arun Kumar
Assistant Professor
Deptt of Physics
Govt College Banjar
Kullu
Himachal Pradesh
India


On Sunday, 15 June 2014, 11:48, Suman Chowdhury sumanchowdhur...@gmail.com 
wrote:
 


Dear siesta user,
How to calculate cohesive energy from siesta output file for a particular 
system?

-- 

Junior research fellow
 Dept. of Physics,
 University of Calcutta
 Kolkata- 79, West Bengal, India.
 Ph no-+91-9830512232

Re: [SIESTA-L] MD.VariableCell and routine constr issue

2014-06-15 Por tôpico xu yuehua
thank for your reply, but 
cellside: fixes the unit-cell side lengths to their initial values (not
implemented yet).
cellangle: xes the unit-cell angles to their initial values (not
implemented yet).

so my meaning
1. is that my consstr.f is right or not:
2. should i use  MD.VariableCell =T ans well as the %block
GeometryConstraints at the same time?


On Sun, Jun 15, 2014 at 2:44 AM, Mostafa Shabani 
mostafa.nanophys...@gmail.com wrote:

 Hi
 use GeometryConstraints
 fore example

 %block GeometryConstraints
 cellside c
 cellangle alpha beta gam
 position from -1 to -10
 rigid 1 2
 center 1 2 0.0 0.0 1.0
 stress 4 5 6
 routine constr
 %endblock GeometryConstraints


 On Sun, Jun 15, 2014 at 1:04 AM, xu yuehua xu11249...@gmail.com wrote:


 Hi,all:

 i want to relax the geometry of the cell, but i only need relax the c
 cellside, and fix the a, b side.

 according to the manual;

 i rewrite the cinstr.f the code is

 *! and J.M.Soler, 1996-2006.*
 *! *
 *! Use of this software constitutes agreement with the full conditions*
 *! given in the SIESTA license, as signed by all legitimate users.*
 *!*
 *c $Id: constr.f,v 1.6 2003/06/23 09:46:16 ordejon Exp $*

 *  subroutine constr( cell, na, isa, amass, xa, stress, fa, ntcon )*
 *c **
 *c User-written routine to implement specific geometric constraints,*
 *c by orthogonalizing the forces and stress to undesired changes.*
 *c Arguments:*
 *c real*8  cell(3,3): input lattice vectors (Bohr)*
 *c integer na   : input number of atoms*
 *c integer isa(na)  : input species indexes*
 *c real*8  amass(na): input atomic masses*
 *c real*8  xa(3,na) : input atomic cartesian coordinates (Bohr)*
 *c real*8  stress( 3,3) : input/output stress tensor (Ry/Bohr**3)*
 *c real*8  fa(3,na) : input/output atomic forces (Ry/Bohr)*
 *c integer ntcon: total number of positions constr. imposed*
 *c **
 *  implicit none*
 *  integer  na, isa(na), ntcon*
 *  double precision amass(na), cell(3,3), fa(3,na),*
 * . stress(3,3), xa(3,na)*

 *c Write here your problem-specific code.*
 *  stress(1,2) = 0.0d0*
 *  stress(1,3) = 0.0d0*
 *  stress(1,1) = 0.0d0*

 *  stress(2,1) = 0.0d0*
 *  stress(2,2) = 0.0d0*
 *  stress(2,3) = 0.0d0*

 *  stress(3,1) = 0.0d0*
 *  stress(3,2) = 0.0d0*
 *c  stress(3,3) = 0.0d0*
 *  return*

 *  end*

 am i right?

 my question is in the fdf input file, Should i set the MD.VariableCell =T

 and also Set
 %block GeometryConstraints
 routine constr
 %endblock GeometryConstraints


 or set the latter only, let the  MD.VariableCell =F

 i need your help

 thanks very much!
 --
 unl chemistry department





-- 
lalala lalala