☆ 4.7 Article

Design of roll-formed aluminium lipped channel sections with web opening subjected to web crippling under end-two-flange load case

JOURNAL OF BUILDING ENGINEERING (2022)

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 Engineering, Civil

Web crippling capacities of fastened aluminium lipped channel sections subjected to one-flange loading conditions

Husam Alsanat et al.

Summary: This study investigates the web crippling behavior and design considerations for roll-formed aluminum lipped channel (ALC) sections, using a combination of experimental study and finite element analysis. The research involved testing 40 ALC specimens under specific loading conditions, developing finite element models, conducting a parametric study, and assessing the applicability of design rules in American, Australian, and European specifications. The study found that most current guidelines lead to inaccurate predictions of web crippling capacities, and suggested modifications for more accurate results.

STRUCTURES (2021)

添加到收藏夹

Article Engineering, Civil

Finite element analysis and proposed design rules for cold-formed stainless steel channels with web holes under end-one-flange loading

Zhiyuan Fang et al.

Summary: This paper presents a finite element analysis of cold-formed stainless steel channels with circular web holes under end-one-flange loading condition. New design equations and strength reduction factor equations were proposed based on a parametric study, which showed improved performance compared to existing equations. Reliability analysis demonstrated the accuracy of the proposed design equations in predicting web crippling strength of cold-formed stainless steel channels with and without web holes.

STRUCTURES (2021)

添加到收藏夹

Article Engineering, Civil

Web crippling investigations of aluminium lipped channel sections under one-flange loading conditions

Husam Alsanat et al.

Summary: This study investigates the web crippling behavior and design considerations of unfastened roll-formed aluminium lipped channel sections under one-flange loading conditions. Experimental and numerical results revealed existing design guidelines to be unsafe and unreliable, leading to proposed modifications and improvements for more accurate predictions. Adopting these improved design guidelines in relevant aluminium standards is recommended for reliable structural systems.

THIN-WALLED STRUCTURES (2021)

添加到收藏夹

Article Engineering, Civil

Web crippling capacity of fastened cold-formed steel channels with edge-stiffened web holes, un-stiffened web holes and plain webs under two-flange loading

Boshan Chen et al.

Summary: This study conducted 36 new web crippling tests on CFS channels with edge-stiffened web holes under fastened support. The results showed that specimens with fastened flanges have higher ultimate capacity than those with unfastened flanges, with increases of 71% and 33% for end-two-flange (ETF) and interior-two-flange (ITF) loading, respectively. The test results were compared with different design standards, and it was found that the web crippling capacity reduction factor proposed by Uzzaman's equations gave close predictions to the test results.

THIN-WALLED STRUCTURES (2021)

添加到收藏夹

Article Engineering, Civil

Shear strength reduction of aluminium lipped channel beams due to web openings

Milad Rouholamin et al.

Summary: Aluminium members have been increasingly used as main structural elements in buildings, with Aluminium Lipped Channel Beams (LCB) being a popular choice. This study investigated the shear behavior of aluminium LCBs with circular web openings through experimental and numerical research, comparing the results with current design rules.

THIN-WALLED STRUCTURES (2021)

添加到收藏夹

Article Engineering, Civil

Cold-formed steel channel sections under end-two-flange loading condition: Design for edge-stiffened holes, unstiffened holes and plain webs

Asraf Uzzaman et al.

THIN-WALLED STRUCTURES (2020)

添加到收藏夹

Article Engineering, Civil

Numerical investigation of web crippling in fastened aluminium lipped channel sections under two-flange loading conditions

Husam Alsanat et al.

STRUCTURES (2020)

添加到收藏夹

Article Construction & Building Technology

Fastened Aluminum-Lipped Channel Sections Subjected to Web Crippling under Two-Flange Loading Conditions: Experimental Study

Husam Alsanat et al.

JOURNAL OF STRUCTURAL ENGINEERING (2020)

添加到收藏夹

Article Engineering, Civil

Welded steel beam with novel cross-section and web openings subject to concentrated flange loading

Matthew J. Russell et al.

STRUCTURES (2020)

添加到收藏夹

Article Engineering, Civil

Experimental study of roll-formed aluminium lipped channel beams in shear

M. Rouholamin et al.

THIN-WALLED STRUCTURES (2020)

添加到收藏夹

Article Engineering, Civil

Web crippling behaviour of cold-formed steel channel sections with edge-stiffened and unstiffened circular holes under interior-two-flange loading condition

Asraf Uzzaman et al.

THIN-WALLED STRUCTURES (2020)

添加到收藏夹

Article Engineering, Civil

Shear design rules for roll-formed aluminium lipped channel beams

Milad Rouholamin et al.

STRUCTURES (2020)

添加到收藏夹

Article Construction & Building Technology

Web crippling design of cold-formed ferritic stainless steel unlipped channels with fastened flanges under end-two-flange loading condition

Amir M. Yousefi et al.

JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH (2019)

添加到收藏夹

Article Engineering, Civil

Experimental study of aluminium lipped channel sections subjected to web crippling under two flange load cases

Husam Alsanat et al.

THIN-WALLED STRUCTURES (2019)

添加到收藏夹

Article Engineering, Civil

Mechanical properties and residual stresses in cold-rolled aluminium channel sections

Le Anh Thi Huynh et al.

ENGINEERING STRUCTURES (2019)

添加到收藏夹

Article Engineering, Civil

Web crippling behaviour and design of aluminium lipped channel sections under two flange loading conditions

Husam Alsanat et al.

THIN-WALLED STRUCTURES (2019)

添加到收藏夹

Article Construction & Building Technology

Design of cold-formed stainless steel lipped channel sections with web openings subjected to web crippling under end-one-flange loading condition

Amir M. Yousefi et al.

ADVANCES IN STRUCTURAL ENGINEERING (2017)

添加到收藏夹

Article Engineering, Civil

Effects of edge-stiffened circular holes on the web crippling strength of cold-formed steel channel sections under one-flange loading conditions

Asraf Uzzaman et al.

ENGINEERING STRUCTURES (2017)

添加到收藏夹

Article Construction & Building Technology

Numerical investigation of web crippling strength in cold-formed stainless steel lipped channels with web openings subjected to interior-two-flange loading condition

Amir M. Yousefi et al.

STEEL AND COMPOSITE STRUCTURES (2017)

添加到收藏夹

Article Engineering, Civil

Web crippling behaviour of cold-formed steel channel sections with web holes subjected to interior-one-flange loading condition - Part II: parametric study and proposed design equations

Ying Lian et al.

THIN-WALLED STRUCTURES (2017)

添加到收藏夹

Article Construction & Building Technology

Web crippling strength of cold-formed stainless-steel lipped channels with web perforations under end-two-flange loading

Amir M. Yousefi et al.

ADVANCES IN STRUCTURAL ENGINEERING (2017)

添加到收藏夹

Article Engineering, Civil

The continuous strength method for the design of aluminium alloy structural elements

Mei-Ni Su et al.

ENGINEERING STRUCTURES (2016)

添加到收藏夹

Article Engineering, Civil

Effect of web holes on web crippling strength of cold-formed steel channel sections under end-one-flange loading condition - Part II: Parametric study and proposed design equations

Ying Lian et al.

THIN-WALLED STRUCTURES (2016)

添加到收藏夹

Article Engineering, Civil

Effect of web holes on web crippling strength of cold-formed steel channel sections under end-one-flange loading condition - Part I: Tests and finite element analysis

Ying Lian et al.

THIN-WALLED STRUCTURES (2016)

添加到收藏夹

Article Engineering, Civil

Web crippling failure using quasi-static FE models

P. Natario et al.

THIN-WALLED STRUCTURES (2014)

添加到收藏夹

Article Engineering, Civil

Effect of offset web holes on web crippling strength of cold-formed steel channel sections under end-two-flange loading condition

Asraf Uzzaman et al.

THIN-WALLED STRUCTURES (2013)

添加到收藏夹

Article Engineering, Civil

Cold-formed steel sections with web openings subjected to web crippling under two-flange loading conditions—Part II: Parametric study and proposed design equations

Asraf Uzzaman et al.

THIN-WALLED STRUCTURES (2012)

添加到收藏夹

Article Engineering, Civil

Cold-formed steel sections with web openings subjected to web crippling under two-flange loading conditions-part I: Tests and finite element analysis

Asraf Uzzaman et al.

THIN-WALLED STRUCTURES (2012)

添加到收藏夹

Article Engineering, Civil

Web crippling behaviour of cold-formed steel channel sections with offset web holes subjected to interior-two-flange loading

Asraf Uzzaman et al.

THIN-WALLED STRUCTURES (2012)

添加到收藏夹

Article Engineering, Civil

Web crippling of aluminium tubes with perforated webs

Feng Zhou et al.

ENGINEERING STRUCTURES (2010)

添加到收藏夹

© Peeref 2019-2024. All rights reserved.