This paper presents an investigation of the force transmission from a rigid
body mounting system to a flexible foundation with light and heavy fluid l
oading under the force and moment excitation. The analytical expression has
been derived in which the flexible foundation effects are incorporated int
o a revised system stiffness matrix that is derived from the receptance mat
rix at mounting points. A typical case with a thin infinite plate as the fo
undation has been studied with the point and transfer receptances theoretic
ally and numerically analysed in the case of light and heavy fluid loading.
The results show that, compared with the rigid foundation, the force trans
mission is reduced and system natural frequencies are shifted. The detailed
analysis demonstrates that the force reduction and frequency shifting are
more obvious at low frequencies where the receptance value is significant.
The study is also carried out to compare the transfer receptances from diff
erent waves in plate as it couples with water with the objective to simplif
y the calculation of receptance. It is found that, in the low frequency and
after a short distance from driving point, the transfer receptance calcula
tion for the heavy fluid loading can be simplified by only accounting the c
ontribution from free wave which may easily be evaluated from the point rec
eptance in air. It implies the plate response under heavy fluid loading cou
ld be directly derived from that with light fluid loading.