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4. Side frame with an "I", "T", or "L" section compression or tension member.
A simple equation was then proposed to estimate the stress concentration factor of cope-hole details in the tension member.
Four different mechanical tests were performed: splitting test, direct axial tension test, tension member test and beam test in flexure.
After having been prestressed, most of the structural members become tension member under working load so that smaller cross-section is enough to resist the loading.
Example of a tension member at a steady state heating condition is modeled to verify the proposed spring formulation and to compare with results by others.
Shear lag can be described as a phenomenon that creates a loss in resistance in a tension member connected through only part of its cross-section.
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Tension members are a promising application for carbon fibre reinforced polymers (CFRP) in civil engineering.
No such additional load factor for tension members and joints is required.
This chapter discusses the repair of steel tension members using adhesively bonded FRP laminates.
Strut failure occurred by inelastic buckling in the core (compression) members and tensile fracture in the face-sheet (tension) members.
Block shear is a limit state that should be accounted for during the design of steel tension members.
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