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Table Card RUSMARC
Title: Bearing capacity of riveted connections of mineral wool sandwich panels // Magazine of Civil Engineering. – 2022. – № 4 (112). — С. 11202
Creators: Galyamichev A.; Gerasimova E.; Egorov D.; Serdjuks D.; Grossman A. M.; Lysenko D. A.
Imprint: 2022
Collection: Общая коллекция
Subjects: Строительство; Строительные материалы и изделия; sandwich panels; riveted joints; bearing capacity of sandwich panels; mineral wool (construction); multilayer structures; dynamic loads; сэндвич-панели; клепаные соединения; несущая способность сэндвич-панелей; минеральная вата (строительство); многослойные конструкции; динамические нагрузки
UDC: 691
LBC: 38.3
Document type: Article, report
File type: PDF
Language: English
DOI: 10.34910/MCE.112.2
Rights: Свободный доступ из сети Интернет (чтение, печать, копирование)
Record key: RU\SPSTU\edoc\70378

Allowed Actions: Read Download (1.4 Mb)

Group: Anonymous

Network: Internet

Annotation

The article presents a study on the pulling-out bearing capacity of the connection between a curtain wall system and an outer sheet of a wall sandwich panel with a mineral wool core realized through blind rivets. An experimental study was carried out on samples of sandwich panels with various parameters of fastening in order to assess the influence of the considered factors on the value of bearing capacity. Results obtained for the studied type of sandwich panel allowed us to determine the minimum permissible edge distance for a blind rivet in order to prevent delamination of the outer sheet as well as the influence of the end profile installation and cyclic load action on the bearing capacity of the joint. Experimental results showed that the edge distance of 75 mm or more does not affect the bearing capacity of the joint. The pulling-out bearing capacity of a blind rivet with a diameter of 4.8 mm was determined for both single and cyclic load actions. The presence of an additional stiffening element such as end face profile contributed to an increase of this value. Recommended scheme for the installation of the fastening elements was proposed based on dependencies obtained during the experimental investigation.

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Table of Contents

  • Bearing capacity of riveted connections of mineral wool sandwich panels
    • 1. Introduction
    • 2. Methods
      • 2.1. Test procedure for the panels with various values of the edge distance
      • 2.2. Test procedure for the panels with installed end face profile
      • 2.3. Test procedure for the panels under cyclic load action
      • 2.4. Test procedure for a group of rivets subjected to pulling
    • 3. Results and Discussion
      • 3.1. Pulling test
      • 3.2. Pulling test for the panels with installed end face profile
      • 3.3. Cyclic load action
      • 3.4. Pulling test for a group of rivets
    • 4. Conclusions

Included in

Magazine of Civil Engineering / Санкт-Петербургский политехнический университет Петра Великого. — Санкт-Петербург: СПбПУ, 2020-. — Периодичность: 8 раз в год. — Выходит с 2020 г. — Загл. с титул. экрана. — Свободный доступ из сети Интернет (чтение, печать, копирование). — Электрон. журнал. — Текст: электронный

Magazine of Civil Engineering / Санкт-Петербургский политехнический университет Петра Великого. — Санкт-Петербург: СПбПУ, 2020-. № 4 (112), 2022. — 1 файл (14,5 Мб). — Свободный доступ из сети Интернет (чтение, печать, копирование). — Электрон. журнал. — <URL:http://elib.spbstu.ru/dl/2/j23-195.pdf>.

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