It includes the single site damage detection of continuous beam, simple support beam, fixed end beam, overhanging beam, truss, and the multipoint damage detection of simple support beam.

An approximate calculation method considering bend and torsion combination strength of pin-connected steel beam is introduced in this paper, Taking“64 type beam” assembled simple support beam as an example, the relational curve of carrying capacity and span is given.

The following paper introduces the types,basic characteristics and nominal yield stress of FRP tendon,carries out non-linear finite element analysis of pre-stressed AFRP concrete simple-supported beam by using ADINA software and through concrete practical examples,and proposes relevant suggestions for its design and application.

A simply-supported beam with exponentially varying material properties is considered to validate the present method.

The method is demonstrated by applying it to a simply supported beam and a plate.

Dynamic analysis of the viscoelastic simple supported beam has been made in accordance with the relationship between stress and strain expressed by the simplest Voigt mechanical model, from which several analytic expressions have been obtained.

On the basis of the medical and mechanical analysis and explanations in this paper the visco-elastic simply supported beam model is proposed to treat the displacement wave of the blood vessels.

These problems are cantilever beam with cross force and point charge at free end, cantilever beam and simply-supported beam subjected to uniform loads on the upper and lower surfaces, and cantilever beam subjected to linear electrical potential.

Simply supported beams under monotonically increasing symmetrical loads are considered exclusively.

Elasticity solution of clamped-simply supported beams with variable thickness

In the present paper the optimization problem of dynamically loaded simply supported beams is handled.

Straight elastically supported beams of variable width under the action of a periodic axial force are considered.

This paper concerns the dynamic behaviour of rigid, perfectly plastic simply supported beams with finite deflections by considering both bending moments and axial forces.

The high thermal impedance of a support beam is achieved through self-heating: an electronic control monitors the temperature drop and heats up the beam to reduce the heat flow.

Aluminum is used to minimize weight at the center of the support beam span.

It was shown that it is possible to monitor for cracking in the transmission support beam using embedded guided wave comb transducers.

Line up the hole in the support beam with the hole in the welded support on the base of the trailer and install the retaining pin.

The actuator support beam mass was modeled as a lineal mass distributed along the length of the beam clement.

In the mechanics of materials, the additional bending normal stresses △σxbmax which are produced by transverse forces would always have been con -sidered to be very small and neglected. In this paper we had analyzed the effect of transverse forces on the bending normal stresses by means of several methods. From these analyzed results it had been shown that the stresses △σxbmax are not always very small, they might be neglected for some beams, whereas for some others did not.From some analyzed examples for cantilevers...

In the mechanics of materials, the additional bending normal stresses △σxbmax which are produced by transverse forces would always have been con -sidered to be very small and neglected. In this paper we had analyzed the effect of transverse forces on the bending normal stresses by means of several methods. From these analyzed results it had been shown that the stresses △σxbmax are not always very small, they might be neglected for some beams, whereas for some others did not.From some analyzed examples for cantilevers and simple beams it would be found that whether we can neglect the additional Stresses △σxbmax depend upon whether or not the stresses satisfy the conditions for which the numerical values of ratio λ=△σxbmax/σxbmax is very small.

Combining with engineering examples of designing high rise building with large space framed shear wall structure as its lower part, the author advances some views and suggestions on how to control shearing rigidity ratio and on finite element analysis which should be conducted before section design during designing framed beams, framed columns and walls of three floors above framed beams.

Based on the mi nimum principle of acceleration fo r the elastic plastic continua in finite deformation, the dynamic re sponse of an elastic perfectly pla stic simply supported beam subject ed to rectangular impulse load is studied with the help of a numeric al approach. The calculated result s once again show the anomalous be havior of the beam during its resp onse process. By carefully analyzi ng the instantaneous distribution of the bending...

Based on the mi nimum principle of acceleration fo r the elastic plastic continua in finite deformation, the dynamic re sponse of an elastic perfectly pla stic simply supported beam subject ed to rectangular impulse load is studied with the help of a numeric al approach. The calculated result s once again show the anomalous be havior of the beam during its resp onse process. By carefully analyzi ng the instantaneous distribution of the bending moment, the membran e force, the curvature and displac ement during the response process, it is concluded that the interactive effect between the geo metry and material nonlinearities of th structure is the key reason of leading to the anomalous behavi or. This will be helpful for clear ing up some misunderstandings in e xplaining the problem before.