TY - JOUR
N2 - This paper presents equilibrium mechanics and a finite element model for analysing a scissor structure that contains pivots with zero bending stiffness representing structural instability. The pivot at the centre of each structural unit, which is a feature of scissor structures, can be used to transfer the displacement between the units. It cannot, however, transfer the rotation between these units, and the angular stiffness must be considered independently for each unit. To construct a general model of the scissor structure, a scissor unit was developed using the left and right boundary connections of adjacent units to simulate a periodically symmetric structure. The proposed method allows us to obtain an accurate distribution of the internal forces and deflections without the use of special elements to account for central pivots.
L1 - http://so.czasopisma.pan.pl/Content/117657/PDF/08_D1319-1332_01603_Bpast.No.68-6_29.12.20_OK.pdf
L2 - http://so.czasopisma.pan.pl/Content/117657
PY - 2020
IS - No. 6
EP - 1332
DO - 10.24425/bpasts.2020.134623
KW - scissor structure
KW - deployable structure
KW - smart bridge
KW - scissors finite element
KW - equilibrium mechanics
A1 - Ario, I.
A1 - Yamashita, T.
A1 - Chikahiro, Y.
A1 - Nakazawa, M.
A1 - Fedor, K.
A1 - Graczykowski, C.
A1 - Pawłowski, P.
VL - 68
DA - 31.12.2020
T1 - Structural analysis of a scissor structure
SP - 1319
UR - http://so.czasopisma.pan.pl/dlibra/publication/edition/117657
T2 - Bulletin of the Polish Academy of Sciences: Technical Sciences
ER -