Experimental Study on FRP-Reinforced PP ECC Beams Under Reverse Cyclic Loading: Fid-Bau Portal

Fachinformationsdienst BAUdigital

A platform for research: civil engineering, architecture and urbanism

Experimental Study on FRP-Reinforced PP ECC Beams Under Reverse Cyclic Loading

Huan, Yu-Jia / Wei, W.J. / Jin, Yu

When a structure is hit by an earthquake, a tremendous amount of seismic energy is released, and the structure is subjected to reverse loadings. The mechanical properties of FRP-reinforced PP ECC beams and coupon RC beams under displacement-controlled reverse cyclic loadings are investigated. The curing time, reinforcement ratio, and volume fraction of PP fibers are the parameters considered. It was found that multiple saturated cracking arised in the PP ECC beams, but no crushing followed. PP ECCs can enhance the strength and energy dissipation capacity of beams, which is important in evaluating the performance of structures subjected to reverse cyclic loadings.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Experimental Study on FRP-Reinforced PP ECC Beams Under Reverse Cyclic Loading

Huan, Yu-Jia / Wei, W.J. / Jin, Yu

When a structure is hit by an earthquake, a tremendous amount of seismic energy is released, and the structure is subjected to reverse loadings. The mechanical properties of FRP-reinforced PP ECC beams and coupon RC beams under displacement-controlled reverse cyclic loadings are investigated. The curing time, reinforcement ratio, and volume fraction of PP fibers are the parameters considered. It was found that multiple saturated cracking arised in the PP ECC beams, but no crushing followed. PP ECCs can enhance the strength and energy dissipation capacity of beams, which is important in evaluating the performance of structures subjected to reverse cyclic loadings.

Experimental Study on FRP-Reinforced PP ECC Beams Under Reverse Cyclic Loading

Huan, Yu-Jia / Wei, W.J. / Jin, Yu

When a structure is hit by an earthquake, a tremendous amount of seismic energy is released, and the structure is subjected to reverse loadings. The mechanical properties of FRP-reinforced PP ECC beams and coupon RC beams under displacement-controlled reverse cyclic loadings are investigated. The curing time, reinforcement ratio, and volume fraction of PP fibers are the parameters considered. It was found that multiple saturated cracking arised in the PP ECC beams, but no crushing followed. PP ECCs can enhance the strength and energy dissipation capacity of beams, which is important in evaluating the performance of structures subjected to reverse cyclic loadings.

Access

Check availability in my library

Order at Subito €

Page navigation

Document information

Export, share and cite

Document information

Title:

Experimental Study on FRP-Reinforced PP ECC Beams Under Reverse Cyclic Loading

Contributors:

Huan, Yu-Jia (author) / Wei, W.J. (author) / Jin, Yu (author)

Published in:

Mechanics of Composite Materials ; 50 ; 447-456

Publication date:

2014

Size:

10 Seiten

ISSN:

DOI:

https://doi.org/10.1007/s11029-014-9431-1

Type of media:

Article (Journal)

Type of material:

Print

Language:

English

Keywords:

Hystereseschleife , Streckbarkeit , Erdbeben , Experimentalstudie , Volumenfraktion , Energiedissipation , Hysterese , Wechsellastbeanspruchung , faserverstärkter Kunststoff , mechanische Eigenschaft , Polypropylen

Similar titles

Experimental Study on FRP-Reinforced PP ECC Beams Under Reverse Cyclic Loading

Huan, Y. J. / Wei, W. J. / Jin, Y. | British Library Online Contents | 2014

Behavior of Fiber-Reinforced Concrete Beams under Cyclic Loading

Spadea, G. / Bencardino, F. | British Library Online Contents | 1997

Behavior of Fiber-Reinforced Concrete Beams under Cyclic Loading

Spadea, G. | Online Contents | 1997

Experimental Study of HSC Beams under Cyclic and Alternating Loading

Daniel, L. / Loukili, A. / Le Touzo, J. Y. et al. | British Library Conference Proceedings | 1999

Complete nonlinear response of reinforced concrete beams under cyclic loading

Bai, Z. Z. / Au, F. T. K. / Kwan, A. K. H. | Wiley | 2007