Abstract: Uniaxial ratchetting experiments of 316FR steel at room temperature reported in Part I are simulated using a new kinematic hardening model which has two kinds of dynamic recovery terms. The ...

Abstract: This paper presents a finite-element (FE) analysis of hybrid fiber-reinforced polymer (FRP)-concrete-steel double-skin tube (FSDT) in the form of columns. The FSDT columns that were examined consisted of a concrete wall ...

Abstract: Uniaxial ratchetting characteristics of 316FR steel at room temperature are studied experimentally. Cyclic tension tests, in which maximum strain increases every cycle by prescribed amounts, are ...

Abstract: This paper is based on the results of a comprehensive field investigation of the behavior of a double‐cell cast‐in‐place box culvert. The investigation was conducted by the University of Nebraska and was completed in ...

Abstract: This article presents a numerical study on the behavior of hollow-core fiber-reinforced polymer–concrete–steel (HC-FCS) columns under combined axial compression and lateral loadings. The investigated HC-FCS columns consisted ...

Abstract: The construction project information for FM team control and maintenance is vital. However, current practices indicate significant data drops during the handover stage, leading to rework during FM systems integration of ...

Abstract: The application of deicing salt on roads during the winter is one of the main reasons for steel corrosion in reinforced-concrete pavements in cold-weather regions such as Canada and the Northern United States. Steel corrosion ...

Abstract: A series of multiaxial ratcheting tests were conducted on 63Sn–37Pb solder. A unified viscoplastic constitutive model was developed on the basis of the Ohno–Wang kinematic hardening model, and ...

Abstract: This paper presents the seismic behavior of hollow-core fiber-reinforced polymer (FRP)-concrete-steel (HC-FCS) columns comparable with the conventional RC column. The typical HC-FCS column consists of a concrete shell ...