A limit analysis study to interpret the ultimate behavior of bolted joints-Reference-Cited by-同舟云学术

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A limit analysis study to interpret the ultimate behavior of bolted joints

Published:2004-09 Issue:9 Volume:60 Page:1333-1351
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Aceti R.,Ballio G.,Capsoni A.,Corradi L.

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference22 articles.

1. Three-dimensional physical and mathematical modeling of connections;Colson,1988

2. Finite element modeling of double bolted connections between cold formed steel strips under static shear loading;Chung,1999

3. Steel structures;McGuire,1968

4. Guide to design criteria for bolted and riveted joints;Fisher,1974

5. Theory and design of steel structures;Ballio,1983

Cited by 12 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Effect of bolt pre-tension on the bearing behavior of high strength steel connections;Engineering Structures;2021-08

2. Failure behaviour of radial spherical plain bearing (RSPB) joints for civil engineering applications;Engineering Failure Analysis;2017-10

3. Experimental and analytical investigations on a large floor truss pinned connection;Advances in Structural Engineering;2016-10-07

4. Bearing and Cleavage Failure Simulation of Single Lap Bolted Joint Using Finite Element Method;Transactions of the Indian Institute of Metals;2016-02-01

5. Improving the crashworthiness of reinforced wooden road safety barrier using simulations of pre-stressed bolt connections with failure;Engineering Failure Analysis;2013-12

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