Sentence examples for fracture beam from inspiring English sources
Miniaturized fracture beam experiments are often used to identify the fracture toughness of single phases and particular grain boundaries because large-scale experiments reveal only homogenized material properties.
The 2D multiphase bilinear cohesive zone models (CZM) were employed to predict the fracture strength of original and healed (after fracture) beam samples.
The panel zone model has been implemented in an ad hoc developed computer code for the non linear seismic analysis of steel MRFs (named STEFAN, STEel Frame ANalysis), including a non-linear fracturing beam model as well.
At large deformations, the overall load-carrying capacity of test structures although benefit from the continuous development of catenary action, was adversely affected by accompanying partial failures such as fracture of beam bottom bars and compressive failure of beam-to-column connections.
Gagnon, R. E., Williams, F. M. & Sinha, N. K. High speed video observations of fracture from beam bending experiments on sea ice.
Eventually, fracture of beam longitudinal reinforcement at the face of end column stub led to failure of beam column sub-assemblages.
Open image in new window Fig. 12 Fracture of beam main rebars in the lateal-load resisting system.
The presented methodology showed reasonable good accuracy to predict ELCF fracture of beam-to-column connection under inelastic cyclic loadings.
Since the 1995 Hyogoken-Nanbu Earthquake, the use of horizontally haunched beams has been increasing to prevent brittle fractures of beam flanges in the vicinity of steel-beam-to-boxed-column connections of moment-resisting frames.
The primary aim was to evaluate the development of fracture in beams in a non-destructive manner, with the two adopted techniques complementing each other to provide a more reliable assessment.
For RBS connections with composite beams, the potential of fracture at the beam bottom flange increases because the strains at the corresponding location increase.
