Experimental Study Related to Cracks Created at the Local Buckling Portion of Steel Members Under Repeated Load

The obj tive of this paper is to demonstrate the aseismic capacity of concrete − mled tubular members su切 ted to cyclic axial load． About fi fty specimens composed of cold − formed circular tubes and normal concrete were tested to quan 丘fy the number of ioading cycles and Ihe amount ef dissipated energy upto breaking failure afier local buckling ． The test shows that both山e failure cycle and the dissipated energy are fa廿ly increased by filling ［ he tube wilh concrete ． The span of life of concrete ・ filled tubular member is affected by 血e diameter − thickness ratio， effective length and amplitude of axial displacement ， and 正 s successfully predicted by an e曲 mation me 【 hod proposed by authors ．皿】 e dissip 飢ed energy upto failure c 跚 be also predicted by means of multiplying Ihe number of load血 g cycles upto failure a皿 d由e dissipated energy at each loading cyc 正 e ， The dissipated energy a皿 d

show abstract

Effects of the Yield Ratio on the Behavior and the Energy Absorbing Capacity of High Strength Steel Beams Under the Repeated Load

Suzuki

Ogawa

Ikarashi

et al. 1996

Nihon Kenchiku Gakkai Kozokei Ronbunshu

View full text Add to dashboard Cite

scite is a Brooklyn-based organization that helps researchers better discover and understand research articles through Smart Citations–citations that display the context of the citation and describe whether the article provides supporting or contrasting evidence. scite is used by students and researchers from around the world and is funded in part by the National Science Foundation and the National Institute on Drug Abuse of the National Institutes of Health.

Contact Info

customersupport@researchsolutions.com

10624 S. Eastern Ave., Ste. A-614

Henderson, NV 89052, USA

This site is protected by reCAPTCHA and the Google Privacy Policy and Terms of Service apply.

Blog Terms and Conditions API Terms Privacy Policy Contact Cookie Preferences Do Not Sell or Share My Personal Information

Made with 💙 for researchers

Part of the Research Solutions Family.

Experimental Study Related to Cracks Created at the Local Buckling Portion of Steel Members Under Repeated Load

Cited by 4 publications

References 0 publications

Plastic Deformation Capacity of H-Shaped High Strength Steel Beams Depended on Mutual Effect of Plate Local Buckling and Ductile Fracture

Plastic Deformation Capacity of H-Shaped High Strength Steel Beams Depended on Mutual Effect of Plate Local Buckling and Ductile Fracture

Experimental Study on Buckling Behavior and Dissipated Energy of Concrete-Filled Tubular Members Under Cyclic Axial Loading

Effects of the Yield Ratio on the Behavior and the Energy Absorbing Capacity of High Strength Steel Beams Under the Repeated Load

Contact Info

Product

Resources

About