Application of Deformation Criteria in Bolted Connection Strength Design

2000 ◽  
pp. 105-114 ◽  
Author(s):  
V. Kalenov
Keyword(s):  
Connection Strength ◽  
Bolted Connection ◽  
Strength Design

scholarly journals Investigating the Meraka Hardwood Failure in Bolted Connections Parallel to the Timber Grain

2018 ◽  
Vol 7 (3.18) ◽  
pp. 62
Author(s):  
Abdul Razak Abdul Karim ◽  
Pierre Quenneville ◽  
Norazzlina M.Sa’don ◽  
Mahshuri Yusof
Keyword(s):  
Ductile Failure ◽  
Experimental Tests ◽  
Unreinforced Masonry ◽  
Masonry Buildings ◽  
Connection Strength ◽  
Bolted Connections ◽  
Yield Model ◽  
Bolted Connection ◽  
Average Ratio ◽  
Hardwood Species

The present study was performed to investigate the ductile failure mode of timber bolted connections, specifically in Meraka hardwood. This was done to initiate an effort in developing a comprehensive guideline in designing the timber bolted connections for the purpose of strengthening the wall-diaphragm connections of the Malaysia unreinforced masonry buildings. A series of experimental tests was conducted on the steel-wood-steel (SWS) with a single row connection type. A total of eight different bolted connection configurations or groups with ten replicates for each group was tested. The Meraka hardwood was selected in this study as it was found to be one of the most hardwood species that are commonly used in the construction of floor and roof diaphragms in the existing Malaysia unreinforced masonry buildings. From the experimental results obtained, the effectiveness of the Malaysian timber code of MS544 and European Yield Model (EYM) in predicting the bolted connection strength was verified. It was determined that the MS544 is too conservative in estimating the bolted connection strength with an average ratio of 0.38 compared to the test results. Thus, the use of the EYM is recommended to complement the timber code as the average ratio of 0.81 was identified in comparison to the test data.  

Application of the Strength Design Method for Flexural Members at Prestress Transfer

PCI Journal ◽  
2003 ◽  
Vol 48 (5) ◽  
pp. 62-74 ◽  
Author(s):  
Panya Noppakunwijai ◽  
Maher K. Tadros ◽  
Chuanbing Sun
Keyword(s):  
Design Method ◽  
Flexural Members ◽  
Strength Design

Strand savings using strain compatibility in strength design

PCI Journal ◽  
1976 ◽  
Vol 21 (2) ◽  
pp. 78-81
Author(s):  
Alex Aswad
Keyword(s):  
Strain Compatibility ◽  
Strength Design

FIRE RESISTACE OF SHEAR CONNECTORS FOR COMPOSITE BEAMS

2020 ◽  
Vol 92 (6) ◽  
pp. 59-65
Author(s):  
G.P. TONKIH ◽  
◽  
D.A. CHESNOKOV ◽  
◽  
Keyword(s):  
Fire Resistance ◽  
Composite Structure ◽  
Composite Structures ◽  
Composite Beams ◽  
Design Codes ◽  
Connection Strength ◽  
Shear Connectors ◽  
Shear Connection ◽  
Capacity Reduction ◽  
Russian Research

Most of Russian research about composite structure fire resistance are dedicated to the composite slab behavior. The composite beams fire resistance had been never investigated in enough volume: the temperature evaluation within the scope of the actual Russian design codes leads to the significant reduction in the shear connection strength. Meanwhile, there no correlation between the strength decreasing and type of the shear connection. The article provides an overview of the relevant researches and offers some approaches which could take into account bearing capacity reduction of the shear connectors within composite structures design.

Strength Design Method of Components used in High-pressure Hydrogen gas in Consideration of Safety and Economy

2016 ◽  
Vol 85 (4) ◽  
pp. 332-336 ◽  
Author(s):  
Junichiro YAMABE ◽  
Hisao MATSUNAGA ◽  
Saburo MATSUOKA
Keyword(s):  
High Pressure ◽  
Design Method ◽  
Hydrogen Gas ◽  
Strength Design ◽  
Pressure Hydrogen

In-plane failure mechanisms and strength design of circular steel tubular Vierendeel truss arches with rectangular section

Structures ◽  
2021 ◽  
Vol 29 ◽  
pp. 1779-1790
Author(s):  
Minjie Shi ◽  
Bo Yuan ◽  
Tengzhao Jiang ◽  
Yanhui Wei
Keyword(s):  
Failure Mechanisms ◽  
Rectangular Section ◽  
Plane Failure ◽  
Strength Design

scholarly journals Behavior of different bolted connection configurations in frames composed of cold-formed sections

2021 ◽  
Author(s):  
Mostafa Refaat El-Hadary ◽  
Ihab Mohamed El-Aghoury ◽  
Sherif Abdel-Basset Ibrahim
Keyword(s):  
Bolted Connection

Strength design of T-shaped stainless steel core plate wall under axial compression

2021 ◽  
Vol 186 ◽  
pp. 106891
Author(s):  
Xing-Ping Shu ◽  
Su Yan ◽  
Yi Li ◽  
Bei-Rong Lu
Keyword(s):  
Stainless Steel ◽  
Axial Compression ◽  
Steel Core ◽  
Strength Design

Design charts for reinforced concrete L-sections

1976 ◽  
Vol 3 (4) ◽  
pp. 479-483
Author(s):  
Maher K. Tadros
Keyword(s):  
Reinforced Concrete ◽  
Ultimate Strength ◽  
Normal Force ◽  
Basic Assumptions ◽  
Design Charts ◽  
Strength Design

The object of this paper is to present charts for the ultimate strength design of L-sections subjected to combined normal force and bending. The method of derivation of these charts is briefly described. It is general and applicable to other odd-shaped sections. It also conforms to the basic assumptions adopted in the CSA Standard A 23.3-1973. The charts can be used either for the determination of the dimensions of the section or for the check of its capacity.

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