Mechanical properties and microstructure characteristics of wire arc additively manufactured high-strength steels

Engineering Structures, Год журнала: 2023, Номер 300, С. 117092 - 117092

Опубликована: Ноя. 21, 2023

Язык: Английский

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Mechanical behavior of austenitic stainless steels produced by wire arc additive manufacturing

Thin-Walled Structures, Год журнала: 2023, Номер 196, С. 111455 - 111455

Опубликована: Дек. 5, 2023

Язык: Английский

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Behavior of wire arc additively manufactured 316L austenitic stainless steel single shear bolted connections

Thin-Walled Structures, Год журнала: 2024, Номер 202, С. 112075 - 112075

Опубликована: Май 31, 2024

Язык: Английский

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Hybrid-self-centring steel frames: Insights and probabilistic seismic assessment

Engineering Structures, Год журнала: 2024, Номер 303, С. 117516 - 117516

Опубликована: Янв. 23, 2024

Язык: Английский

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Experimental investigation on double-lap shear behavior of 3D printed austenitic stainless steel bolted connections

Engineering Structures, Год журнала: 2024, Номер 317, С. 118501 - 118501

Опубликована: Июль 26, 2024

Язык: Английский

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Experimental investigation on the tensile behavior of wire arc additively manufactured duplex stainless steel plates

Engineering Structures, Год журнала: 2024, Номер 321, С. 118764 - 118764

Опубликована: Сен. 6, 2024

Язык: Английский

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A novel packing-coupled stress-strain model for confined concrete

Engineering Structures, Год журнала: 2024, Номер 303, С. 117415 - 117415

Опубликована: Янв. 22, 2024

To develop low carbon footprint concrete (LCFC) with less CO2 emissions, various minerals (limestone, metakaolin) and industrial waste by-product (fly ash (FA), silica fume (SF), slag) were used to replace cement partially. By optimizing the packing structure, cost-effective, sustainable LCFC superior strength, workability durability performances could be achieved. Research studies on fiber-reinforced polymer (FRP) confined showed that peak stress, strain at stress post-peak branch of was far different from conventional (with as cementitious material only) same strength confinement scheme. look this problem more scientifically, paper conducted experimental analytical about stress-strain curves FRP-confined LCFC. A total 45 column specimens consisting 15 unconfined 30 tested under uni-axial compression. The studied parameters thickness FRP, water- FA/SF-to-cementitious ratios. Based test results, a novel packing-coupled model for has been proposed verified.

Язык: Английский

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Structural performance of wire arc additively manufactured duplex stainless steel single-lap shear bolted connections

Engineering Structures, Год журнала: 2024, Номер 319, С. 118706 - 118706

Опубликована: Авг. 23, 2024

Язык: Английский

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Experimental investigation and predictive model on tensile behavior of corroded high-strength steel and butt-welded connections

Thin-Walled Structures, Год журнала: 2025, Номер unknown, С. 112982 - 112982

Опубликована: Янв. 1, 2025

Язык: Английский

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Tensile behavior of Q890 and Q960 high-strength steel butt joints after corrosion

Engineering Structures, Год журнала: 2025, Номер 330, С. 119738 - 119738

Опубликована: Фев. 12, 2025

Язык: Английский

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