Results 281 to 290 of about 132,503 (311)
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FINITE THREE-POINT BENDING OF A FIBRE-REINFORCED BEAM WITH A CRACK
The Quarterly Journal of Mechanics and Applied Mathematics, 1986Using the ideal theory of fibre-reinforced composite materials, an equilibrium solution is obtained for the finite three-point bending of an axially fibre-reinforced beam which is transversely cracked from its bottom centre. It is found that the solution reached by the rule of trial and error is completely in equilibrium only for a linear elastic (or ...
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Compliance of a three-point bend specimen at load line
International Journal of Fracture, 1984Abstract : Load-line displacement information for the three-point bend specimen is presented and compared with information from the literature, with emphasis on the needs of those performing fracture tests.
Fahmy M. Haggag, John H. Underwood
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Testing of fibre-plastics composites in three-point bending
Composites, 1971Abstract Bending tests involve a number of variables which can significantly affect their results and need to be considered particularly carefully when they are used to determine the mechanical properties of fibre-plastics composites. Test variables has been critically examined therefore, with particular reference to six different modes of supporting
R.M. Ogorkiewicz, P.E.R. Mucci
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Instability of a cylindrical shell under three-point bending
Thin-Walled Structures, 1996Abstract The instability of a cylindrical shell under three point bending is considered. The problem has application to the industrial pipe ram bending process. The loading is idealized as a set of pads of uniform radial pressure in the regions of die-shell contact. A theoretical solution for the smallest buckling load is developed, using the Donnell
D. Huang, D. Redekop, B. Xu
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Three-point bending of slab with edge crack
1986A beam with square cross-section simply supported at the ends, cracked and loaded in the middle is considered in Figure 3.1 with the initial sizes shown. Geometrically similar specimens will also be considered by multiplying all the dimensions by the same constant factor in order to investigate the effect of scaling on the mechanics of fracture.
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Serendipity and the three point bend test
International Journal of Fracture, 1990M. Dagbasi, C. E. Turner
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J-Integral Analysis of Three-Point Bend Specimen
Journal of Engineering Materials and Technology, 1989A J-integral solution is derived for the three-point bend [SE(B)] specimen. The solution allows analysis for a/W greater than 0.2. The solution is based on an approach that does not require an assumption of net-section yielding in the remaining uncracked ligament. Solutions are presented for both the deformation theory J and modified J. These solutions
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New theoretical models for the bending moment of thin-walled beams under three-point bending
Applied Mathematical Modelling, 2023Xinrong Fu
exaly

