Internal force detecting method for hanger rod with shock absorber
A measurement method and shock absorber technology, applied in the direction of instruments, measuring force, measuring devices, etc., can solve problems such as no cable-rod structure, only measurement, wrong cable force, etc.
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Embodiment 1
[0049] The calculation diagram of the suspender of an arch bridge is as follows figure 1 , the length of the cable is l=28.82m, the mass per unit length of the cable is ρ=8270kg / m, and the modulus of elasticity is E=2.05×10 11 , cross-sectional area A=0.003271m 2 , the moment of inertia is I=4.76×10 -7 , the distance between the two shock absorbers and the end is 3.37m, and the transverse stiffness of the shock absorber is 4.98×10 6 , the measured first-order frequency value is 5.566HZ, find the cable force of the cable.
[0050] The solution process of the suspender cable force is as follows:
[0051] (a) Determine the range of the cable force:
[0052] T 1 = 4 m l 2 π 2 f 0 B n ...
Embodiment 2
[0062] A bridge is a prestressed concrete continuous rigid frame-arch composite bridge. The bridge is equipped with 39 suspenders. The calculated length of the suspenders is about 5-30m. It is a relatively short suspender, and its bending stiffness affects the frequency of the suspenders. In addition, a sealed sheath is installed outside the boom, and the sheath also affects the test frequency of the boom. Therefore, there are the above two difficulties when measuring the internal force of the boom. In order to solve these two influencing factors, the identification of the bending stiffness and the conversion quality of the sheath are especially carried out for the short suspender, so that the internal force of the suspender can be identified more accurately.
[0063] The rod is in the form of a single boom, the upper end of the boom is anchored on the steel box beam welded between the webs of the double dumbbells, and the lower end of the boom is anchored at the longitudinal ...
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