E3S Web Conf.
Volume 164, 2020Topical Problems of Green Architecture, Civil and Environmental Engineering 2019 (TPACEE 2019)
|Number of page(s)||4|
|Section||Energy Efficiency in Building Construction|
|Published online||05 May 2020|
Stress-strain connection analysis of bolted joints for thin-walled steel profiles working in tension and compression
Don State Technical University, 344002, Rostov-on-Don, Russia
* Corresponding author: firstname.lastname@example.org
The issues of designing structures from thin-walled profiles with nodal joints on bolts are considered, a method of strength calculation is developed. The calculation takes into account two variants of bolted joints on high-strength bolts and unregulated tightening connections, two variants of the operation of a shear-resistant connection with a “breakdown” when overcoming the force over the friction force of the contact surfaces and without a “breakdown”. The methodology includes the bolted connection splitting for the elements working in tension and compression.
© The Authors, published by EDP Sciences 2020
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