☆ 4.7 Article

Seismic response on T-head square-neck one-side bolted endplate connection of beam to square tubular column

ENGINEERING STRUCTURES (2021)

相关参考文献

注意：仅列出部分参考文献，下载原文获取全部文献信息。

Article Construction & Building Technology

Experimental studies on T-stub to hollow section column connection bolted by T-head square-neck one-side bolts under tension

Peijun Wang et al.

Summary: The novel T-head Square-neck One-side Bolt (TSOB) was tested in connecting T-stubs to Hollow Square Steel Tubes (HSST) and various failure modes were identified. Modifications to theoretical models were made to accurately calculate the bending yield strength of the connections, providing better design and performance evaluation for TSOBCs.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2021)

添加到收藏夹

Article Mechanics

Push-out behaviour of demountable injected vs. blind-bolted connectors in FRP decks

Fruzsina Csillag et al.

Summary: The study examined the shear resistance, stiffness, and ductility of three types of demountable bolted shear connectors. It was found that the failure modes of blind-bolted and injected connectors were due to excessive bearing in FRP and bolt shear failure, respectively.

COMPOSITE STRUCTURES (2021)

添加到收藏夹

Article Engineering, Civil

Tensile behaviour of headed anchored hollo-bolts in concrete filled hollow steel tube connections

Partha Pratim Debnath et al.

Summary: This study extensively investigates the tensile pull-out behaviour of extended hollo-bolt in CFST column connections, and finds that the presence of concrete in the hollow steel tube and the embedment length of the bolt into the concrete core have significantly improved the strength and stiffness of the connection. The study also observes significant changes in connection behaviour due to different parameter profiles and discusses various failure modes that can be altered based on the strength of connection components.

ENGINEERING STRUCTURES (2021)

添加到收藏夹

Article Engineering, Civil

New performance-based plastic design and evaluation of blind bolted end-plate CFT composite frames with BRBs

Beibei Li et al.

Summary: The research proposed a novel dual structure system that combines various advantages such as fast assembly, energy dissipation, and load-carrying capacity. A plastic design procedure based on the modified energy balance was developed to improve design accuracy and simplify the process, along with derivation of formulas to avoid structural adverse yield mechanisms. The study also successfully illustrated the effectiveness and robustness of the proposed design method through nonlinear time-history analyses.

ENGINEERING STRUCTURES (2021)

添加到收藏夹

Article Construction & Building Technology

Blind bolts with headed anchors under combined tension and shear

Theodoros Pitrakkos et al.

Summary: This study focuses on the resistance of blind-bolts with headed anchors under various ratios of tension and shear forces, introducing an improved blind-bolt (EHB) and designing a corresponding testing rig. Experimentation includes tests under different tension-to-shear ratios, ultimately proposing a new interaction model based on the test data.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2021)

添加到收藏夹

Article Construction & Building Technology

Experimental and theoretical modeling for predicting bending moment capacity of T-head square-neck one-side bolted endplate to tube column connection

Lele Sun et al.

Summary: One-side bolting technology is expected to play a crucial role in the bolted connection between H-beam and Hollow Section Steel Column (HSSC). A new type of T-head Squareneck One-side Bolt (TSOB) is proposed, which has simple construction and can adapt to rough installation manners. Experimental studies show that T-head Square-neck One-side Bolted Connections (TSOBCs) have superior bending performance compared to Standard Double-sides Bolted Connection (SDBC). Additionally, yield line patterns and analytical models for calculating bending bearing capacity are proposed.

JOURNAL OF BUILDING ENGINEERING (2021)

添加到收藏夹

Article Construction & Building Technology

Seismic behavior of thread-fixed one-side bolted endplate connection of steel beam to hollow square column

Boxun Zhang et al.

Summary: Experimental studies were conducted to investigate the seismic behavior of the Thread-fixed One-side Bolts bolted Endplate Connection (TOBEC) of a steel beam to a Hollow Square Column (HSC). Three forms of strengthening methods were applied to the TOBECs, including the infilled concrete of HSC, the small facing plates, and the big facing plate outside of HSC. Test results indicated that these strengthening methods could effectively improve the mechanical performance of TOBECs, satisfying rotation limitation requirements specified in both GB50011-2010 and FEMA-350, and potentially exceeding the performance of SNBECs.

JOURNAL OF BUILDING ENGINEERING (2021)

添加到收藏夹

Article Construction & Building Technology

A component model for column face in bending of extended HolloBolt connections

Mohammed Mahmood et al.

Summary: This paper developed an analytical model to estimate the strength and stiffness of the column face component in EHB connections, capturing the principal aspects of the component's overall behavior. The component strength was provided by steel hollow section plate bending and anchored action, while the stiffness models were formulated using elastic springs. The model was validated with available data and can serve as a benchmark for EHB connections design.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2021)

添加到收藏夹

Article Construction & Building Technology

A review and analysis of testing and modeling practice of extended Hollo-Bolt blind bolt connections

Manuela Cabrera et al.

Summary: Steel Hollow Sections (SHS) offer structural, economical, and architectural advantages in construction, but difficulties in site bolting have limited their applications. Blind bolts, such as the Extended Hollo-Bolt (EHB), have been developed to overcome these challenges and extend the use of SHS in moment resisting connections. The analysis shows that concrete strength and bolt grade are key design parameters influencing the strength and stiffness of the connection.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2021)

添加到收藏夹

Article Engineering, Civil

Numerical study on the resistance of thread-fixed one-side bolts: Tensile and bearing strength

M. Latour et al.

Summary: Blind bolt systems have been proposed to address the difficulty of bolting access in steel structures, with TFOSBs being the simplest type. Research shows that TFOSBs have specific mechanical behaviors in tension and shear that need to be accounted for in design rules to ensure safety and reliability.

STRUCTURES (2021)

添加到收藏夹

Article Construction & Building Technology

Analysis of Extended Hollo-Bolt connections: Combined failure in tension

Manuela Cabrera et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2020)

添加到收藏夹

Article Construction & Building Technology

Yield line patterns of T-stubs connected by thread-fixed one-side bolts under tension

Yue Zhang et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2020)

添加到收藏夹

Review Engineering, Mechanical

Performances, challenges and opportunities in strengthening reinforced concrete structures by using FRPs - A state-of-the-art review

Ayesha Siddika et al.

ENGINEERING FAILURE ANALYSIS (2020)

添加到收藏夹

Article Engineering, Civil

Experimental studies on thread-fixed one-side bolted connection of beam to hollow square steel tube under static bending moment

Peijun Wang et al.

ENGINEERING STRUCTURES (2020)

添加到收藏夹

Article Construction & Building Technology

Experimental study on T-stubs connected by thread-fixed one-side bolts under cyclic load

Tuoya Wulan et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2020)

添加到收藏夹

Article Construction & Building Technology

Seismic performance of concrete-filled SHS column-to-beam connections with slip-critical blind bolts

Weifeng Jiao et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2020)

添加到收藏夹

Article Construction & Building Technology

Numerical studies on yield line patterns of thread-fixed one-side bolted endplate connection to square hollow section column under tension

Yue Zhang et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2020)

添加到收藏夹

Article Construction & Building Technology

Studies on T-shaped one-side bolted connection to hollow section column under bending

Lele Sun et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2020)

添加到收藏夹

Article Construction & Building Technology

Tensile behaviour of double headed anchored blind bolt in concrete filled square hollow section under cyclic loading

Tilak Pokharel et al.

CONSTRUCTION AND BUILDING MATERIALS (2019)

添加到收藏夹

Review Engineering, Civil

New advancements, challenges and opportunities of multi-storey modular buildings - A state-of-the-art review

Wahid Ferdous et al.

ENGINEERING STRUCTURES (2019)

添加到收藏夹

Article Engineering, Civil

Shear behavior of lap connection using one-side bolts

Peijun Wang et al.

ENGINEERING STRUCTURES (2019)

添加到收藏夹

Article Engineering, Civil

Experimental investigation and analytical modelling of blind bolted flush or extended end plate connections to circular CFDST columns

Lei Guo et al.

ENGINEERING STRUCTURES (2019)

添加到收藏夹

Article Engineering, Civil

Numerical investigation on strength and failure modes of thread-fixed one-side bolted T-stubs under tension

Tuoya Wulan et al.

ENGINEERING STRUCTURES (2018)

添加到收藏夹

Article Construction & Building Technology

I-beam to square hollow column blind bolted moment connection: Experimental and numerical study

Mahmood Md. Tahir et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2018)

添加到收藏夹

Article Engineering, Civil

Pull-out performance of a novel anchor blind bolt (TubeBolt) for beam to concrete-filled tubular (CFT) column bolted connections

Mandi Zeinizadeh Jeddi et al.

THIN-WALLED STRUCTURES (2018)

添加到收藏夹

Article Engineering, Civil

Progressive collapse behaviour of endplate connections to cold-formed tubular column with novel Slip-Critical Blind Bolts

Wei Wang et al.

THIN-WALLED STRUCTURES (2018)

添加到收藏夹

Article Engineering, Civil

Tension strength and design method for thread-fixed one-side bolted T-stub

Mei Liu et al.

ENGINEERING STRUCTURES (2017)

添加到收藏夹

Article Engineering, Civil

Component model for pull-out behaviour of headed anchored blind bolt within concrete filled circular hollow section

Yusak Oktavianus et al.

ENGINEERING STRUCTURES (2017)

添加到收藏夹

Article Engineering, Civil

Cyclic behavior of endplate connections to tubular columns with novel slip-critical blind bolts

Wei Wang et al.

ENGINEERING STRUCTURES (2017)

添加到收藏夹

Article Engineering, Civil

Development of mathematical model for cyclic behaviour of blind bolted HSS column components

Zhi-Yu Wang et al.

ARCHIVES OF CIVIL AND MECHANICAL ENGINEERING (2017)

添加到收藏夹

Article Construction & Building Technology

Behaviors of one-side bolted T-stub through thread holes under tension strengthened with backing plate

Xulin Zhu et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2017)

添加到收藏夹

Article Construction & Building Technology

Cyclic behaviour of individual double headed anchored blind bolts within CFST

Yusak Oktavianus et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2017)

添加到收藏夹

Article Engineering, Civil

Yield and ultimate strengths determination of a blind bolted endplate connection to square hollow section column

Zhi-Yu Wang et al.

ENGINEERING STRUCTURES (2016)

添加到收藏夹

Article Construction & Building Technology

Tensile behavior of high performance structural steel T-stub joints

M. S. Zhao et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2016)

添加到收藏夹

Article Engineering, Civil

Cyclic behaviour of novel blind bolted joints with different stiffening elements

Zhi-Bin Wang et al.

THIN-WALLED STRUCTURES (2016)

添加到收藏夹

Article Engineering, Civil

Fire performance of blind-bolted connections to concrete filled tubular columns in tension

Ana M. Pascual et al.

ENGINEERING STRUCTURES (2015)

添加到收藏夹

Article Engineering, Civil

Hysteretic performance of a new blind bolted connection to concrete filled columns under cyclic loading: An experimental investigation

Walid Tizani et al.

ENGINEERING STRUCTURES (2013)

添加到收藏夹

Article Engineering, Civil

Experimental behaviour of a novel anchored blind-bolt in tension

Theodoros Pitrakkos et al.

ENGINEERING STRUCTURES (2013)

添加到收藏夹

Article Engineering, Civil

Performance of CFTST column to steel beam joints with blind bolts under cyclic loading

Jingfeng Wang et al.

THIN-WALLED STRUCTURES (2012)

添加到收藏夹

Article Construction & Building Technology

Blind bolted moment connection to sides of hollow section columns

J. Lee et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2011)

添加到收藏夹

Article Construction & Building Technology

Blind bolted T-stub connections to unfilled hollow section columns in low rise structures

J. Lee et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2010)

添加到收藏夹

Article Construction & Building Technology

RHS beam-to-column connection with web opening - experimental study and finite element modelling

S. R. Satish Kumar et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2006)

添加到收藏夹

© Peeref 2019-2024. All rights reserved.