Engineering Mechanics: Volume 2: Stresses, Strains, DisplacementsHere is a systematic and clearly laid out text on structural and continuum mechanics. Containing hundreds of diagrams, drawings and examples, this work dovetails theoretical developments and figures in a beautifully conceived treatment of the subject. The book also covers stresses and strains in simple elements subjected to extension, bending, shear and torsion. For elementary structures, simple load displacements are obtained using both classical mathematics descriptions and engineering methods like Williot diagrams. |
Contents
1 | 5 |
1 | 11 |
4 | 26 |
6 | 34 |
Examples relating to the differential equation for extension | 45 |
8 | 52 |
1 | 71 |
3 | 121 |
extension | 219 |
228 | 250 |
5 | 260 |
1 | 271 |
crosssection | 343 |
5 | 367 |
6 | 377 |
Bar Subject to Torsion | 411 |
Other editions - View all
Engineering Mechanics: Volume 2: Stresses, Strains, Displacements C. Hartsuijker,J.W. Welleman Limited preview - 2007 |
Common terms and phrases
bending moment bending stiffness calculation centre of force change in length compressive compressive stress dead weight deformation Determine the centroidal Determine the displacement Determine the maximum Determine the shear EIzz elastic curve Elyy Elyz Elzz equilibrium Example fibre layer flange force F given inertia Izz inhomogeneous cross-section joint displacements kN/m linear-elastic longitudinal M/EI diagram M₂ maximum shear stress member axis midspan modulus of elasticity moment of inertia moments of inertia N/mm² neutral axis normal centre NC normal force normal stress diagram parallel axis theorem prestressing prismatic product of inertia Questions rectangular cross-section resultant rotation section forces shear force shear stress diagram shear stress distribution sliding element static statically indeterminate steel strain strip support reactions tensile stresses thin-walled cross-sections torsional truss tube uniformly distributed load values wall thickness Williot diagram xz plane yz coordinate system zero ΕΙ