[PDF][PDF] Engineered cementitious composites with high-volume fly ash

S Wang, VC Li - ACI Materials journal, 2007 - acemrl.engin.umich.edu
Engineered cementitious composites (ECCs) are a breed of highperformance fiber-
reinforced cementitious composites (HPFRCC) with significant strain-hardening behavior …

Simplified inverse method for determining the tensile strain capacity of strain hardening cementitious composites

S Qian, VC Li - Journal of Advanced Concrete Technology, 2007 - jstage.jst.go.jp
As emerging advanced construction materials, strain hardening cementitious composites
(SHCCs) have seen increasing field applications recently to take advantage of its unique …

Multiscale framework for modeling of fracture in high performance fiber reinforced cementitious composites

P Kabele - Engineering Fracture Mechanics, 2007 - Elsevier
A sequential multiscale approach is applied to model fracture in high performance fiber
reinforced cementitious composites. For each relevant length scale, dominant substructures …

Time-dependent response of ECC: Characterisation of creep and rate dependence

WP Boshoff, GPAG Van Zijl - Cement and concrete research, 2007 - Elsevier
The mechanical behaviour of cement-based material is highly time-dependent and rate-
dependent not only for dynamic cases, but also in the quasi-static loading range, where …

Deformation capacity and shear strength of fiber-reinforced cement composite flexural members subjected to displacement reversals

GJ Parra-Montesinos, P Chompreda - Journal of Structural …, 2007 - ascelibrary.org
The behavior of fiber-reinforced cement composite (FRCC) flexural members under large
displacement reversals was experimentally evaluated. Emphasis was placed on estimating …

Investigation of the strengthening effect of DFRCC applied to plain concrete beams

SK Shin, JJH Kim, YM Lim - Cement and Concrete Composites, 2007 - Elsevier
One of the most important characteristics of Ductile Fiber Reinforced Cementitious
Composite (DFRCC) is its strain hardening behavior up to 5–6% strain under tensile …

Shear capacity and failure behavior of DFRCC repaired RC beams at tensile region

JHJ Kim, YM Lim, JP Won, HG Park, KM Lee - Engineering structures, 2007 - Elsevier
Many shear dominant structural members in existing concrete structures have been
evaluated as below serviceable standard requiring strengthening and/or repair. In order to …

[PDF][PDF] An application of high performance fiber reinforced cementitious composites for R/C beams strengthening

G Martinola, A Meda, GA Plizzari, Z Rinaldi - Proceedings of 6th …, 2007 - framcos.org
The possibility of using concrete materials with tensile hardening behavior (High
Performance Fiber Reinforced Cementitious Composites, HPFRCC) for strengthening R/C …

[PDF][PDF] Challenges for strain hardening cementitious composites-deformability versus matrix density

M Kunieda, E Denarie, E Brühwiler… - Proceedings of the fifth …, 2007 - researchgate.net
Recently, fiber reinforced cementitious materials with novel properties have been
developed. Here, novel properties mean “high tensile strain capacity with strain hardening …

[PDF][PDF] Evaluation of bending and shear capacities of HPFRCC members toward the structural application

T Kanakubo, K Shimizu, T Kanda… - Hokkaido University COE …, 2007 - kz.tsukuba.ac.jp
This paper describes the outline of the first building structure applied Reinforced ECC
(Engineered Cementitious Composite) coupling beams and the quality assurance system by …