Sentence examples for maximum axial force from inspiring English sources

Some 3D failure theories are applied to obtain the optimum values for the winding angle, burst pressure, maximum axial force and the maximum angular speed of the pressure vessel.

Steel structure design standards for both New Zealand and Australia have equations limiting the maximum axial force which can be applied to a yielding steel column as a function of the member slenderness and end moment ratio.

It is found that the position of the neutral point and the maximum axial force of the rock bolt installed in the soft rock may tend to be constant when its length is long enough, which means that the supporting effect of the rock bolt can not be improved significantly only by increasing the length of the rock bolt.

For both static and dynamic analysis, the maximum horizontal nail displacements and maximum axial force in each nail is intrigued (Fig. 8).

The finite element analysis of soil nail wall was carried to study the behavior of maximum horizontal wall displacement, maximum horizontal nail displacement, base heave, maximum axial force in nail, maximum shear force in nail, maximum bending moment in nail under both static and seismic conditions using PLAXIS 2D.

Moreover, the peak responses do not generally occur simultaneously; for example, the maximum axial force in a column at mid-height of a moment-resisting frame is likely to be dominated by the first mode, while its bending moment and shear may be more influenced by higher modes and hence may peak at different times.

After statistical analysis of maximum axial forces from all experiments, the average maximum axial-force interval that the remaining bolts can withstand under a given random condition is estimated with a 95% confidence level.

Under the assumption, the maximum axial forces in the intact bolts are estimated.

Three SCBs and SBRBs that were about 7.5 m long and had maximum axial forces from 1500 to 6000 kN were tested to evaluate their cyclic behavior and durability.

A case study is presented which illustrates the use of the method and demonstrates that relatively thin blinding struts can resist the maximum axial forces likely to be encountered in cut and cover excavations.

The load requirement of a 25 m span truss girder GFRP bridge with the proposed friction-riveted connections was calculated by finite element analysis, leading to a number of 162 necessary M5 rivets for the joints with maximum axial forces of 760 kN.