Sentence examples for cross section bending from inspiring English sources

To generate the column axial load-bending moment interaction diagram (Fig. 7), the cross section bending moment resistance M cs for each level of axial load (P u ) was divided by δ ns.

To do this, the cross section bending moment resistance (M cs ) is substituted for the magnified column moment (M c ) in Eq. (1).

In thin-walled cold-formed steel members for serviceability and consideration of deformations (second-order effects) it is important to account for the loss of cross-section bending stiffness due to the use of slender elements and/or yielding.

This case is a transition in diameter of a steel shaft, assumed as the critical cross section where bending and torsion moments are applied.

However, for such other shapes, additional attention is to be given to the potential limit states that may influence the response of the cross section during bending.

The study considers design of cross sections in bending at the ultimate limit state according to: ACI 440.1R-06 (US guidelines), CAN/CSA-S806-02 (Canadian guidelines), and CNR-DT 203/2006 (Italian guidelines, for which sensitivity of design to SFs is also investigated).

For KSSC KCI and Eurocode 4, the design strengths M d of the cross section under positive bending calculated from the SCM were greater than those by PSDM.

Closed-form expressions are given for the stress and martensitic volume fraction distributions in the cross section and the bending moment curvature relation is obtained analytically.

The reliability assessment is performed considering as possible failure modes the ultimate collapse of the midship cross section in vertical bending or its local failure due to yielding of the material or buckling collapse of one of its structural elements.

This paper presents a design oriented model to determine the moment curvature relationship of elements of rectangular cross section failing in bending, made by strain softening or strain hardening fibre reinforced concrete (FRC) and reinforced with perfectly bonded pre-stressed steel and fibre reinforced polymeric (FRP) bars.

Based on the data recorded, the following was analyzed: the force-displacement curve, the maximum strength in shear and in bending, the average curvature at critical cross-sections, the bending stiffness, the cracking pattern, and the failure type.