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Discussion of “<i>Effect of Imperfections on Lattice Shells</i>” by Nicholas G. Morris (June, 1991, Vol. 117, No. 6)
Publisher: American Society of Civil Engineers
Size Effect on Inelastic Buckling Behavior of Accelerated Pitted Corroded Bars in Porous Media
Publisher: American Society of Civil Engineers
Abstract: A total of 110 inelastic buckling tests on corroded and uncorroded reinforcing bars with various bar diameters are conducted. Through regression analyses of experimental data, the combined effect of nonuniform pitting ...
Installation Load Consideration in Ultra-Deepwater Pipeline Sizing
Publisher: American Society of Civil Engineers
Abstract: The design of ultra-deepwater offshore pipeline is often based on the wall thickness and material grade selection to resist the local buckling due to bending, axial tension, and external pressure. Typically, this load ...
Lower Bounds for Overall Buckling of Spherical Space Domes
Publisher: American Society of Civil Engineers
Abstract: Elastic buckling of pressure‐loaded spherical space domes is reinterpreted using a recently postulated reduced‐stiffness model. By means of extensive nonlinear numerical studies into the effects of geometric imperfections, ...
Experimental Investigation of Nonlinear Cyclic Behavior of Circular Concrete Bridge Piers with Pitting Corrosion
Publisher: American Society of Civil Engineers
Abstract: In this study, three reinforced concrete (RC) columns with and without corrosion and different reinforcement details are tested under lateral cyclic loading. One of these columns is well-confined to represent modern RC ...
Modeling Nonlinear Stress–Strain Behavior of 6000 Series Aluminum Alloys under Cyclic Loading
Publisher: ASCE
Abstract: Prior studies examining the nonlinear material properties of 6000 series aluminum alloys have predominantly concentrated on analyzing the stress–strain characteristics of these materials under monotonic tensile loading. ...
Influence of Bar Diameter on Low-Cycle Fatigue Degradation of Reinforcing Bars
Publisher: American Society of Civil Engineers
Abstract: This paper reports the results of 120 low-cycle fatigue tests on steel reinforcing bars with varying slenderness ratios at varying strain amplitudes. The failure modes of the fractured bars were investigated through analysis ...
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