Lehigh University

Clay Naito

Muhannad Suleiman

Spencer Quiel

Sudhakar Neti

Carlos E Romero

Alparslan Oztekin

Patrick Trasborg

Zheng Yao

Shuoyu Wang

Concrete materials and thermal energy storage devices employing such concrete materials are disclosed herein. The concrete material may include fibers in an amount ranging from about 1 to about 2 vol. %; an aggregate in an amount ranging from about 50 to about 80 vol. %, wherein the aggregates comprises siliceous aggregate and optionally carbonate aggregate; and a cementitious material in an amount from about 12 to about 20 vol. %, wherein the cementitious material comprises a combination of about 70 to about 85 vol. % of Portland cement and about 15 to about vol. % of silica fume, wherein all volume percentages unless otherwise indicated are based on the total volume of the concrete material.

Concrete compositions and apparatuses employing the same

A thermal energy storage device may include a heat storage medium, one or more thermosyphons, a discharging plenum chamber, and a discharging plenum chamber. The one or more thermosyphons may include an evaporative section configured to charge the thermal energy storage device, a condensing section configured to discharge the thermal energy storage device, and a heat transfer section extending between the evaporative section and the condensing section and fluidically coupled to the evaporative section and the condensing section. At least a portion of the heat transfer section may be disposed in the solid heat storage medium. At least a portion of the evaporative section and the condensing section may be disposed outside the solid heat storage medium.

Thermal energy storage device and system

Provided herein are connectors for use in assembling reinforced concrete structures, as well as methods of assembly using the connectors. In one embodiment, the connectors and methods provide for secure and easy connection to the butt end of any rebar rod, as well as attachment of an opposite end to another metal structure. For example, a butt portion of a connector slides over the butt portion of a rebar rod, and can include one or more sidewall openings to allow welding onto rebar that is enclosed within the butt portion of the connector. The opposite second end can include a faceplate for attaching a weld plate, thus permitting a series of connections using connectors and weld plates, among other things. The connectors provide selected properties that differ from the rebar, welds, and weld plates, such as stretch, yield strength, ultimate strength, and transfer of stress and vibration, among other things.

Ductile chord connectors for use in concrete rods in structures

An insulated composite structural panel comprises a first concrete layer, a second concrete layer, and an insulation layer disposed therebetween. One or more shear ties are embedded in the panel. The shear ties include a base portion and a plurality of elongated anchor elements extending from the base portion. A portion of each anchor element extends through the first and second concrete layers and insulation layer. The tie is formed of a material exhibiting ductile elastic-plastic behavior under an applied shear load. In a non-limiting example, the tie may be formed of a fiber reinforced polymer. The tie is constructed and acts to form stable flexural hinges at the interface between the insulation layer and each concrete layer. During a shear load event, portions of the anchor elements within the insulation laterally deform in a ductile manner to keep the structural panel relatively intact.

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Bethlehem, PA, United States of America

Clay Naito