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        <dc:date>2012-11-16T13:44:41+00:00</dc:date>
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        <title>tailorcrete:examples:dra_wall_01</title>
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        <description>Pipe casting from side

Description of the problem

The simulation is modeled as a 2D problem. On the pictures below, the geometry, computational model and mesh of the wall is shown.
    Fig. 1.a: Geometry and dimensions    Fig. 1.b: Computational model</description>
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        <dc:date>2012-09-13T10:22:23+00:00</dc:date>
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        <title>tailorcrete:examples:el_caleyo</title>
        <link>http://www.oofem.org/wiki/doku.php?id=tailorcrete:examples:el_caleyo&amp;rev=1347524543&amp;do=diff</link>
        <description>El-Caleyo simulation

Test Setup and Geometry

This example illustrates the casting simulation of real problem. The test has been designed by El-Caleyo. The purpose of this tests is to assess the filling ability of self compacting concrete in complex formworks with complex geometry, containing several holes and rather dense traditional reinforcement. The geometry of the formwork is illustrated in Fig.1.</description>
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        <dc:date>2023-12-17T21:26:15+00:00</dc:date>
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        <title>tailorcrete:examples:lcpc_box</title>
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        <description>LCPC Box test

Test setup and Geometry

This test simulates the flow of concrete into rectangular formwork. The concrete is initially kept in a rectangular reservoir and released by lifting the vertical gate due to gravity forces. This simulation has been performed in 3D to illustrate the capability of simulation code to solve 3D problems. The geometry of the tests is shown in Fig. 1. The dimensions of the rectangular formwork are 0.7 x 0.2 x 0.15 [m], and the dimensions of the box with concrete…</description>
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        <dc:date>2012-09-13T09:54:55+00:00</dc:date>
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        <title>tailorcrete:examples:slump-flow</title>
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        <description>Slump flow test

Test setup and Geometry

This test is a typical test used to check consistency of a fresh concrete suspension, often used in laboratories and on site. The mould called slump cone is filled with concrete and then is lifted up by hand. Conrete slumps down due to gravity forces. Typically, the residual height and spreading diameter are recorded. In the presented example, the geometry of Abrams cone has been choosen (see the Fig. 1 for dimensions).</description>
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        <dc:date>2012-09-13T09:14:53+00:00</dc:date>
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        <title>tailorcrete:examples:v-funnel</title>
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        <description>V-funnel simulation

Test setup and Geometry

V-funnel problem simulates the emtying of SCC from V-shaped reservoir due to gravity force. The thickness of the specimen is rather small and the effect of the thickness would be negligible, so that the analysis is performed in 2D. This test can be conviniently used to evaluate the influence of different boundary conditions applied on slip walls. The geometry of the test setup is shown in Figure 1a. The basic parameter, compared to the experiments is…</description>
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