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The stress in the thickness direction is an important factor influencing the fracture behavior of structural members.
Direct design examples for beams and slabs using ductile or brittle materials present quantitative comparison of flexural behavior of structural members for typical design cases.
Comparison and analysis were made on the key factors of concrete constitutive models that have effect on the static mechanical behavior of structural members.
External confinement of reinforced concrete (R/C) members with structural steel sections or fiber reinforcing wraps is commonly used to improve the flexural behavior of structural members.
In this model, the nonlinear behavior of structural members is captured by a set of nonlinear cohesive elements, which represents the potential damage zones that could form under the given loading.
This is further confirmed by recent experimental studies of the mechanical behavior of structural members made of RAC (Fathifazl et al. 2009; Xiao et al. 2012a, b; Ajdukiewicz and Kliszczewicz 2007).
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The proposed biaxial hysteretic model is rate-independent and capable of simulating not only global (such as story shear force versus story drift response of the whole structure) but also the local hysteretic behavior of structural member (such as moment versus curvature or plastic rotation response of a structural element).
Torsion of structural members and the behavior of steel fiber reinforced concrete became the area of interest of many researchers in the past and it is still newsworthy.
Mechanics of materials and deformation of structural members.
Fire related structural degradation is a challenge to the safe design of structural members.
Fibre-reinforced polymers (FRPs) are effective in the flexural stiffening and strengthening of structural members.
More suggestions(14)
behavior of structural units
behavior of structural components
behavior of joint members
behavior of other members
behavior of single members
behavior of structural materials
behavior of uniform members
behavior of concrete members
behavior of structural cells
behavior of such members
behavior of structural systems
behavior of structural applications
behavior of structural elements
behavior of strengthened members
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