Defence Science Journal
  • Year: 2008
  • Volume: 58
  • Issue: 6

Determination of Moving Tank and Missile Impact Forces on a Bridge Structure

  • Author:
  • Tsung-Chien Chen, Ming-Hui Lee
  • Total Page Count: 10
  • Page Number: 752 to 761

Chung Cheng Institute of Technology, National Defense University, Ta-Hsi, Tao-Yuan, Taiwan, R.O.C.

NomenclatureĀ

Cross section of the beam

A,B

Constant matrices

Bs

Sensitivity matrix

C

Damping matrix

E

Elastic modulus

F

Model force

FK

Moving tank force input

Fm

Missile impact force input

H

Measurement matrix

I

Unit matrix

Ia

Moment of inertia

K

Total number of tank input forces

Ka

Kalman gain

Kb

Correction gain

Kn

Model stiffness matrix

k

Time (discretised)

l

Length of the beam element

M

Total number of missile impact forces

Mn

Model mass matrix

Ms

Sensitivity matrix

N

Total number of estimation time steps

P

State's error covariance matrix

Pb

Filter's error covariance matrix

Q

Process noise covariance matrix

Qw

Scalar of process noise covariance

R

Measurement noise covariance matrix

Rv

Scalar of measurement noise covariance

r

Weighting factor

S

Innovation covariance

t

Time (continuous)

u

Displacement of beam

X

State vector

Y

Displacement vector

Y˙

Velocity vector

Ÿ

Acceleration vector

Z

Observation vector

Γ

Input matrix

δ

Kronecker delta

Δt

Sampling time (interval)

ρs

Mass per unit length of the beam

σ

Standard deviation

ϑ

Measurement noise vector

w

Process noise vector

Φ

State transition matrix

Superscripts∧

Estimated

Estimated by filter

T

Transpose of matrix

Subscriptsi, j

Indices

Abstract

A method to determine the moving tank and missile impact forces on a bridge is developed. The present method is an online adaptive recursive inverse algorithm, which is composed of the Kalman filter and the recursive least square estimator (RLSE), to estimate the force inputs on the bridge structure. The state equations of the bridge structure were constructed by using the model superposition and orthogonal technique. By adopting this inverse method, the moving tank and missile impact force inputs acting on the bridge structure system can be estimated from the measured dynamic responses. Besides, this work presents an efficient weighting factor applied in the RLSE, which is capable of providing a reasonable estimation results. The results obtained from the simulations show that the method is effective in determining the moving tank and missile impact forces, so that the acceptable results can be obtained.

Keywords

Missile impact, Kalman filter, RLSE, recursive least square estimator, bridge structure, impact studies, impact forces