Search
Now showing items 1-10 of 72
Plastic Resistance of Pipe Sections: Upper Bound Solution
Publisher: American Society of Civil Engineers
Abstract: In a previous paper, interaction relations based on the lower bound theorem of plasticity were derived for moderately thick pipes subjected to biaxial shear and bending, axial force, twisting moments, and internal or ...
Plastic Interaction Relations for Pipe Sections
Publisher: American Society of Civil Engineers
Abstract: General interaction relations for pipe sections subjected to combinations of normal forces, internal or external pressure, twisting moments, biaxial bending moments, and biaxial shearing forces are developed. The derivations ...
Finite-Element Formulation for Lateral Torsional Buckling of Monosymmetric Beams Strengthened with Cover Plates
Publisher: American Society of Civil Engineers
Abstract: The present study develops a finite element (FE) formulation based on the kinematics of thin-walled beam theory to determine the elastic lateral torsional buckling capacity of singly symmetric beams strengthened with cover ...
Sensitivity of Untreated Reclaimed Asphalt Pavement to Moisture, Density, and Freeze Thaw
Publisher: American Society of Civil Engineers
Abstract: The objective of the research was to assess the structural capacity of reclaimed asphalt pavement (RAP) as a base layer and to investigate the effect of RAP content, moisture content (MC), freeze-thaw (F-T) conditioning, ...
Exact Finite Element for Nonuniform Torsion of Open Sections
Publisher: American Society of Civil Engineers
Abstract: A finite-element formulation that captures both the St. Venant and warping torsional effects of open sections is developed. The formulation is applicable to prismatic thin-walled open sections commonly used in steel ...
Finite-Element Formulations for the Distortional Analysis of Wide Flange Steel Beams
Publisher: American Society of Civil Engineers
Abstract: Two finite-element formulations are developed for the general distortional analysis of beams with monosymmetric sections. In the first formulation, cubic and linear Hermitian polynomials are adopted to interpolate the nodal ...
Planar Bending of Sandwich Beams with Transverse Loads off the Centroidal Axis
Publisher: American Society of Civil Engineers
Abstract: Conventional analysis methods for beams do not distinguish between transverse loads that are applied at the beam centroidal axis and those acting either above or below the centroidal axis. In contrast, this paper formulates ...
Contractor Performance Evaluation for the Best Value of Superpave Projects
Publisher: American Society of Civil Engineers
Abstract: The best-value (BV) procurement process uses other key factors as well as bid price in the evaluation and selection of the best-performing contractor for the job. Contract time, lane rental, warranty, and quality of delivered ...
Discussion of “Knowledge-Based Simulation Modeling of Construction Fleet Operations Using Multimodal-Process Data Mining” by Reza Akhavian and Amir H. Behzadan
Publisher: American Society of Civil Engineers
Free Vibration of Light Roofs Backed by Cavities
Publisher: American Society of Civil Engineers
Abstract: Modal properties of light roofs such as cable roofs backed by cavities with openings are theoretically investigated. Taken into account are the interaction between the roof and the air enclosed by the cavity, the air outside ...
CSV
RIS