Results 181 to 190 of about 5,181 (264)
Experimental Study of Low-Cycle Fatigue and Recovery of Polymer Blends for Viscous Damping Walls. [PDF]
He S, Sun F, Xu D, Wu X.
europepmc +1 more source
Experimental investigation of reinforced concrete members subjected to reversed cyclic axial loading
Abstract This paper presents an experimental campaign of five reinforced concrete members subjected to cyclic axial loading alternating between tension and compression. Fiber optical sensors and digital image correlation, in combination with automated crack detection and measurement, were used to investigate, among other aspects, the development of ...
Simon Karrer +2 more
wiley +1 more source
Validated Cohesive Zone Models for Epoxy-Based Adhesive Joints Between Steel and CFRP Composites for Multimaterial Structural Design in Transportation Applications. [PDF]
Špirk S, Kalina T.
europepmc +1 more source
Abstract Precast reinforced concrete segmental linings are frequently used in modern tunneling. In these linings, the longitudinal joints typically have a reduced contact cross‐section and thus often govern the design, particularly in tunnels under high hydrostatic pressure or crossing squeezing or swelling ground with correspondingly high ...
Fabian Morger +2 more
wiley +1 more source
Numerical simulation of reverse cyclic loading in precast column and pocket foundation connection. [PDF]
Hemamathi A, Jaya KP, Sukumar B.
europepmc +1 more source
Abstract Anchors are used to connect different structural and non‐structural components to reinforced concrete structures. Anchorages when subjected to tension loading might fail in different failure modes, with concrete cone breakout (CCB) being one of the most common.
Deepak Suthar +3 more
wiley +1 more source
Improvement of the anti-debonding performance of CFRP-steel circular hollow section with conical-shaped CHS under tensile load: a finite element analysis. [PDF]
Wang QZ +7 more
europepmc +1 more source
Abstract In practice, reinforced concrete (RC) wall‐like columns often have openings to facilitate building services, which creates stress concentrations around the opening, resulting in the weakening of their load‐carrying capacity. This study proposes innovative strengthening methods using near‐surface mounted (NSM) incorporating steel materials to ...
Ahmed Hamoda +4 more
wiley +1 more source
Shaking table test of isolated and non-isolated low-rise masonry structure. [PDF]
Yao Z, Ruoxi W, Youchao Z.
europepmc +1 more source

