Multi-span beam structure experimental model and experimental method
An experimental model and cross-beam technology, applied in statically indeterminate and hyperstatically indeterminate multi-span beam structure experimental devices, and in the field of structural mechanics experiments, can solve problems related to theoretical doubts and insufficient understanding of related theories, and achieve accurate measurement results and structural The effect of simple and accurate understanding
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Embodiment 1
[0105] Example 1: Statically determined multi-span beam internal force influence line by static method and motor method
[0106] Image 6 Diagram of the experimental setup for the original structure of the statically determinate multi-span beam internal force influence line for the static method.
[0107] The statically determinate multi-span beam structure is composed of rectangular sheet rods 1a, 1b and bolts 2b. One end of the rectangular sheet rod 1a is connected to the rectangular sheet rod 1b through a bolt 2b, the other end is connected to the fixed hinge support through a pin 2a, and the middle part is connected to the movable hinge support through a pin 2a; one end of the rectangular sheet rod 1b passes through The bolt 2b is connected with the rectangular sheet bar 1a, and the other end is connected with the movable hinge support through the pin bolt 2a, so as to realize the connection between the statically determinate multi-span beam structure and the support.
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Embodiment 2
[0114] Example 2: Internal Force Influence Lines of Statically Determinate Multi-span Beams under Node Bearing Mode
[0115] Figure 8 It is the experimental setup diagram of the internal force influence line of the statically determinate multi-span beam under the joint load mode.
[0116] The statically determinate multi-span beam structure is composed of rectangular sheet rods 1a, 1b and bolts 2b. One end of the rectangular sheet rod 1a is connected to the rectangular sheet rod 1b through a bolt 2b, the other end is connected to the fixed hinge support through a pin 2a, and the middle part is connected to the movable hinge support through a pin 2a; one end of the rectangular sheet rod 1b passes through The bolt 2b is connected with the rectangular sheet bar 1a, and the other end is connected with the movable hinge support through the pin bolt 2a, so as to realize the connection between the statically determinate multi-span beam structure and the support.
[0117] The elect...
Embodiment 3
[0120] Example 3: Static method and dynamic method for the influence line of internal force of statically indeterminate multi-span beam
[0121] Figure 9 Diagram of the experimental setup for the original structure of the statically indeterminate multi-span beam internal force influence line for the static method.
[0122] The statically indeterminate multi-span beam structure is composed of rectangular sheet rods 1c, 1b and bolts 2b. One end of the rectangular sheet rod 1c is connected to the rectangular sheet rod 1b through a bolt 2b to realize the hinged connection of the two rods, and the other end is clamped by the T-shaped stopper 2c-1 and the rectangular stopper 2c-2 to connect with the fixed support 3a to realize the fixed end , the two parts in the middle of the rectangular sheet rod 1c are connected to the movable hinge support through the pin bolt 2a to realize hinge connection; one end of the rectangular sheet rod member 1b is connected to the rectangular sheet r...
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