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Figure from:Finite Element Analysis for RC Deep Beams under an Eccentric Load

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Properties of Tested Beams [21 |

Table 1 Properties of Tested Beams [21 |

Related Figures (14)

Steel Properties [21]
Steel Properties [21]
Table 2
Table 2
Fig. 2. Finite element mesh, loading, support simulation, and axes directions
Fig. 2. Finite element mesh, loading, support simulation, and axes directions
Fig.3. 3D and side view of the G2 beam under eccentric load and support condition
Fig.3. 3D and side view of the G2 beam under eccentric load and support condition
Fig. 4. Points at which the deflections were measured (G2)
Fig. 4. Points at which the deflections were measured (G2)
Fig.5. Eccentric Load-Deflection response of the Beam G2
Fig.5. Eccentric Load-Deflection response of the Beam G2
Fig.10. Eccentric Load-Deflection response of the Beam G2
Fig.10. Eccentric Load-Deflection response of the Beam G2
Fig.16. Load-Deflection response of the Beam G2 Fig.15. Dropping in Failure load due to applying load at e= (0, 15, 30 and 50) mm
Fig.16. Load-Deflection response of the Beam G2 Fig.15. Dropping in Failure load due to applying load at e= (0, 15, 30 and 50) mm
Fig.17. Eccentric Load-Deflection response of the Beam G2 Fig.18. Dropping in Failure load due to applying load at e= (0, 15, 30 and 50) mm
Fig.17. Eccentric Load-Deflection response of the Beam G2 Fig.18. Dropping in Failure load due to applying load at e= (0, 15, 30 and 50) mm