Flexural Behavior of Precast Concrete Segmental Box-Girders with Dry Joints

Figure 13

Composite degenerated shell element [22]: (a) composite shell element, (b) modeling of reinforcing bars via reinforcement grid, (c) location of reinforcement grid in the shell element, (d) segment of reinforcement, and (e) autogeneration of the tendon.

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(b)

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(e)