An optimization method for energy-absorbing structures targeting the expected force response history
An energy-absorbing structure and expected force technology, applied in the field of traffic safety, can solve the problems of irrationality, influence optimization results, poor accuracy of dynamic analysis results, etc., and achieve the effect of improving energy-absorbing capacity and improving energy-absorbing evaluation indicators.
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Embodiment 1
[0085] This embodiment is an energy-absorbing structure optimization method targeting the expected force response history, and the specific process is:
[0086] Step 1, establish the original finite element model of the thin-walled pipe under impact:
[0087] According to the structural characteristics of the impacted thin-walled tube and the rigid impact plate, the original finite element model of the thin-walled tube under impact is established. like figure 1 As shown, the structural characteristics of the impacted thin-walled tube and the rigid impact plate are divided into two parts, one part is a thin-walled tube with a square cross section, the side length of the thin-walled tube is 100 mm, the length is 1000 mm, and the wall thickness is 3.0 mm; the other part is a square rigid impact plate with a side length of 200mm. The rigid impingement plate is located at one end face of the thin-walled tube, and the center line in the length direction of the thin-walled tube coi...
Embodiment 2
[0139] This embodiment is an energy-absorbing structure optimization method targeting the expected force response history, and the specific process is:
[0140] Step 1, establish the original finite element model of the thin-walled pipe under impact:
[0141] According to the structural characteristics of the impacted thin-walled tube and the rigid impact plate, the original finite element model of the thin-walled tube under impact is established. like Figure 8 and Figure 9 As shown, the structural characteristics of the impacted thin-walled tube and the rigid impact plate are divided into two parts, one part is a thin-walled tube with a square cross section, the side length of the thin-walled tube is 100 mm, the length is 1000 mm, and the wall thickness is 3.0 mm; the other part is a rectangular rigid impact plate located at one end of the thin-walled tube, the impact plate is 880mm long and 400mm wide.
[0142] The thin-walled tube is located at one end of the rigid imp...
Embodiment 3
[0190] This embodiment is an energy-absorbing structure optimization method targeting the expected force response history, and the specific process is:
[0191] Step 1, establish the original finite element model of the thin-walled pipe under impact:
[0192] According to the structural characteristics of the impacted thin-walled tube and the rigid impact plate, the original finite element model of the thin-walled tube under impact is established. like Figure 8 and Figure 9 As shown, the structural characteristics of the impacted thin-walled tube and the rigid impact plate are divided into two parts, one part is a thin-walled tube with a square cross section, the side length of the thin-walled tube is 100 mm, the length is 1000 mm, and the wall thickness is 3.0 mm; the other part is a rectangular rigid impact plate located at one end of the thin-walled tube, the impact plate is 880mm long and 400mm wide.
[0193] The thin-walled tube is located at one end of the rigid imp...
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