Sentence examples for rigid pins from inspiring English sources

The aim of this study is to investigate failure mode, failure load and bearing strength in a laminated woven glass-vinylester composite plate with two parallel circular holes which are subjected to traction forces by two parallel rigid pins.

An experimental and numerical study has been carried out to investigate the first failure load and the bearing strength behavior of pinned joints of glass fiber reinforced woven epoxy composite prepregs with two serial holes subjected to traction forces by two serial rigid pins.

The advancing, frictional contact problem for a rigid pin indenting an infinite plate with a circular hole is considered.

Gravity columns are included in the modeling using a lumped continues leaning column, which is connected to the braced frame through rigid pin-ended links.

This paper presents linear and non-linear phenomenological models of interfacial forces between a rotating disc and a rigid pin in contact with the disc.

This study deals with the bearing strength, failure mode and failure load in a woven laminated glass vinylester composite plate with circular hole subjected to a traction force by a rigid pin.

Although skeletal traction today is accomplished using thin and relatively rigid steel pins, hardware used in this manner popularly evokes the name Steinmann.

Traditionally, the steel portal frame design assumes that beam-to-column joints are rigid or pinned.

In traditional analysis of steel frame, beam and column links are supposed to be either perfectly rigid or pinned.

Table 2 compares natural frequency of the frame in case of three different conditions: rigid connections, pin connections, and linear semi-rigid connections with ρ* = 0.125.

The linear models were the simplest (Rathbun 1936; Monforton and Wu 1963; Lightfoot and LeMessurier 1974), but they were not viewed as significant improvements over the conventional connection models (rigid and pinned).