it( 'should output selected element forces', function( done ) {
var solver = new ISESolver( socket );
var recorder = [ { type: 'element_force', elements: [ 1 ] } ];
solver
.solve(model, analysis, recorder)
.then(function( finalState ) {
var e1_start_x = -26.36111332558741793264;
var e1_start_y = -35.14815110078322391018;
var e1_end_x = 26.36111332558741793264;
var e1_end_y = 35.14815110078322391018;
var tol = 1e-10;
expect( finalState.element_force[ 1 ][ 0 ] - e1_start_x ).to.be.within( -tol, tol );
expect( finalState.element_force[ 1 ][ 1 ] - e1_start_y ).to.be.within( -tol, tol );
expect( finalState.element_force[ 1 ][ 2 ] - e1_end_x ).to.be.within( -tol, tol );
expect( finalState.element_force[ 1 ][ 3 ] - e1_end_y ).to.be.within( -tol, tol );
expect( Object.keys( finalState.element_force ) )
.to.eql( [ '1' ] );
}, function( err ) {
// console.log( err );
}, function( state ) {
// console.log( 'state', state );
})
.then( done, done );
} );
it( 'should output selected nodal displacements', function( done ) {
var solver = new ISESolver( socket );
var recorder = [
{ type: 'node_disp', nodes: [ 1, 4 ] }
];
solver
.solve( model, analysis, recorder )
.then(function( finalState ) {
var x = 0.53009277713228375450;
var y = -0.17789363846931768864;
expect( finalState.node_disp[ 1 ][ 1 ] ).to.be.within( -1e-8, 1e-8 );
expect( finalState.node_disp[ 4 ][ 0 ] - x ).to.be.within( -1e-8, 1e-8 );
expect( finalState.node_disp[ 4 ][ 1 ] - y ).to.be.within( -1e-8, 1e-8 );
expect( finalState.node_disp[ 3 ]).to.be( undefined );
expect( Object.keys( finalState.node_disp ).length )
.to.be( 2 );
}, function( err ) {
// console.log( err );
}, function( state ) {
// console.log( 'state', state );
})
.then( done, done );
} );
it( 'should output node disp and element forces', function( done ) {
var solver = new ISESolver( socket );
var recorder = [
{ type: 'element_force' },
{ type: 'node_disp', nodes: [ 1, 4 ] }
];
solver
.solve(model, analysis, recorder)
.then(function( finalState ) {
var x = 0.53009277713228375450;
var y = -0.17789363846931768864;
var e1_start_x = -26.36111332558741793264;
var e1_start_y = -35.14815110078322391018;
var e1_end_x = 26.36111332558741793264;
var e1_end_y = 35.14815110078322391018;
var tol = 1e-10;
console.log( finalState );
expect( finalState.node_disp[ 1 ][ 1 ] ).to.be.within( -1e-8, 1e-8 );
expect( finalState.node_disp[ 4 ][ 0 ] - x ).to.be.within( -1e-8, 1e-8 );
expect( finalState.node_disp[ 4 ][ 1 ] - y ).to.be.within( -1e-8, 1e-8 );
expect( finalState.node_disp[ 3 ]).to.be( undefined );
expect( Object.keys( finalState.node_disp ).length )
.to.be( 2 );
expect( finalState.element_force[ 1 ][ 0 ] - e1_start_x ).to.be.within( -tol, tol );
expect( finalState.element_force[ 1 ][ 1 ] - e1_start_y ).to.be.within( -tol, tol );
expect( finalState.element_force[ 1 ][ 2 ] - e1_end_x ).to.be.within( -tol, tol );
expect( finalState.element_force[ 1 ][ 3 ] - e1_end_y ).to.be.within( -tol, tol );
expect( Object.keys( finalState.element_force ) )
.to.eql( model.elements.map( function( e ) {
return e.id + '';
} ) );
})
.then( done, function( err ) {
done( new Error( err ) );
} );
} );
it( 'should output all nodal displacements', function( done ) {
var solver = new ISESolver( socket );
var statesCount = 0;
console.log( solver );
solver
.solve( model, analysis, recorder )
.then(function( finalState ) {
var x = 0.53009277713228375450;
var y = -0.17789363846931768864;
expect( finalState.node_disp[ 4 ][ 0 ] - x ).to.be.within( -1e-8, 1e-8 );
expect( finalState.node_disp[ 4 ][ 1 ] - y ).to.be.within( -1e-8, 1e-8 );
expect( finalState.node_disp[ 3 ][ 1 ] - y ).to.not.be.within( -1e-8, 1e-8 );
expect( Object.keys( finalState.node_disp ).length )
.to.be( model.nodes.length );
}, function( err ) {
// console.log( err );
}, function( state ) {
if ( state.type !== 'Start' &&
state.type !== 'End' ) {
statesCount++;
}
})
.then( function() {
var d = Q.defer();
setTimeout( function() {
expect( statesCount ).to.be( 10 );
d.resolve();
}, 100 );
return d.promise;
} )
.then( done, done );
} );