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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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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Flexural buckling behaviour and resistances of S700 high strength cold-formed steel (CFS) built-up I-section columns

Thin-Walled Structures, Год журнала: 2025, Номер unknown, С. 113068 - 113068

Опубликована: Фев. 1, 2025

Язык: Английский

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Material properties of wire arc additively manufactured austenitic stainless steels after exposure to elevated temperatures

Thin-Walled Structures, Год журнала: 2025, Номер unknown, С. 113061 - 113061

Опубликована: Фев. 1, 2025

Язык: Английский

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Experimental and numerical study on stainless steel hexagonal hollow section stub columns subjected to combined compression and bending

Thin-Walled Structures, Год журнала: 2025, Номер unknown, С. 112930 - 112930

Опубликована: Янв. 1, 2025

Язык: Английский

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Bond performance between FRP bars and 3D-printed high-performance concrete

Structures, Год журнала: 2025, Номер 73, С. 108377 - 108377

Опубликована: Фев. 8, 2025

Язык: Английский

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Residual mechanical properties of corroded ultra-high-strength steels and weld metals

Thin-Walled Structures, Год журнала: 2024, Номер 205, С. 112397 - 112397

Опубликована: Авг. 31, 2024

Язык: Английский

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Fatigue crack growth behavior of wire arc additively manufactured 316L austenitic stainless steel

Thin-Walled Structures, Год журнала: 2025, Номер unknown, С. 113182 - 113182

Опубликована: Март 1, 2025

Язык: Английский

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Testing and numerical analysis of WAAM stainless steel T-stub connections

Journal of Constructional Steel Research, Год журнала: 2025, Номер 227, С. 109374 - 109374

Опубликована: Фев. 6, 2025

Язык: Английский

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Staggered Two-Bolt Connections in Transmission Towers: A Comprehensive Study on Failure Mechanisms and Design Codes

Buildings, Год журнала: 2025, Номер 15(4), С. 629 - 629

Опубликована: Фев. 18, 2025

Steel-lattice transmission towers require efficient and reliable connection designs to ensure structural safety cost-effectiveness. While traditional gusset plate connections increase their complexity weight, direct bolted offer a simpler lighter alternative. However, the adoption of staggered bolt arrangements, necessitated by geometric constraints chord angle members, challenges applicability existing design standards—particularly regarding block shear net section failure modes. This study explores behavior two-bolt through combination experimental testing numerical modeling. Twelve full-scale specimens were subjected axial tension investigate effects key parameters, including end distance, edge stagger. Finite element analyses, which incorporate material nonlinearity fracture criteria, delve deeper into stress distribution mechanisms. The results demonstrate significant deviations in modes compared with conventional parallel underscoring limitations current standards (DL/T 5486, ASCE 10-15, EN 1993-1-8) accurately predicting capacity connections. Based on identified connections, this proposes an enhanced methodology for member capacity, incorporating calculation models from three aforementioned standards. Comparative analysis demonstrates that standard provides superior predictive accuracy, validation exceeding 95% agreement. culminates specific recommendations offering critical insights redistribution mechanisms, behavior, deformation-induced patterns. These findings contribute development more accurate safer guidelines steel towers.

Язык: Английский

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