Research Article

Experimental Investigation on Web Crippling Property of High-Strength Cold-Formed (HSCF) Rectangular Steel Tube

Table 1

Parameter sand ultimate capacity of rectangular steel tubular sections under web crippling.

Boundary and loading conditionSpecimenb (mm)h (mm)L (mm)a (mm)t (mm)b/hPcr (kN)

EOFRE100 × 500 − EOF − B502001005005052165.1
RE100 × 500 − EOF − B10020010050010052249.4
RE100 × 500 − EOF − B15020010050015052330.0
RE150 × 500 − EOF − B502001505005051.3102.2
RE150 × 500 − EOF − B10020015050010051.3137.5
RE150 × 500 − EOF − B15020015050015051.3173.8
RE200 × 500 − EOF − B502002005005051127.8
RE200 × 500 − EOF − B10020020050010051152.8
RE200 × 500 − EOF − B15020020050015051209.8

IOFRE100 × 800 − IOF − B502001008005052254.9
RE100 × 800 − IOF − B10020010080010052324.7
RE100 × 800 − IOF − B15020010080015052399.0
RE150 × 800 − IOF − B502001508005051.3281.6
RE150 × 800 − IOF − B10020015080010051.3379.0
RE150 × 800 − IOF − B15020015080015051.3472.4
RE200 × 800 − IOF − B502002008005051243.7
RE200 × 800 − IOF − B10020020080010051261.8
RE200 × 800 − IOF − B15020020080015051291.0

ETFRE100 × 500 − ETF − B502001005005052157.8
RE100 × 500 − ETF − B10020010050010052248.8
RE100 × 500 − ETF − B15020010050015052342.0
RE150 × 500 − ETF − B502001505005051.399.0
RE150 × 500 − ETF − B10020015050010051.3131.2
RE150 × 500 − ETF − B15020015050015051.3167.0
RE200 × 500 − ETF − B502002005005051129.3
RE200 × 500 − ETF − B10020020050010051165.3
RE200 × 500 − ETF − B15020020050015051213.2

ITFRE100 × 800 − ITF − B502001008005052267.9
RE100 × 800 − ITF − B10020010080010052329.0
RE100 × 800 − ITF − B15020010080015052417.0
RE150 × 800 − ITF − B502001508005051.3230.6
RE150 × 800 − ITF − B10020015080010051.3231.1
RE150 × 800 − ITF − B15020015080015051.3270.9
RE200 × 800 − ITF − B502002008005051278.0
RE200 × 800 − ITF − B10020020080010051232.5
RE200 × 800 − ITF − B15020020080015051359.0