Size Effect in ECC Structural Members in Flexure

M. Lepech, V.C. Li (2004). "Size Effect in ECC Structural Members in Flexure." In Proceedings of FraMCoS 5, Vail, Colorado, USA.

M. Lepech, V.C. Li. "Size Effect in ECC Structural Members in Flexure." Paper presented at FraMCoS 5, Vail, Colorado, USA, 2004.

M. Lepech, V.C. Li, "Size Effect in ECC Structural Members in Flexure," in Proc. FraMCoS 5, Vail, Colorado, USA, 2004.

@inproceedings{m-lepech2004,
  title     = {Size Effect in ECC Structural Members in Flexure},
  author    = {M. Lepech, V.C. Li},
  year      = {2004},
  booktitle = {Proceedings of FraMCoS 5},
  address   = {Vail, Colorado, USA},
}

TY  - CPAPER
TI  - Size Effect in ECC Structural Members in Flexure
AU  - M. Lepech
AU  - V.C. Li
PY  - 2004
T2  - Proceedings of FraMCoS 5
CY  - Vail, Colorado, USA
UR  - https://framcos.org/wp-content/uploads/framcos-papers/Size_Effect_in_ECC_Structural_Members_in_Flexure.pdf
AB  - The presence and severity of size effect in ECC structurally sized members in flexure is examined. High tensile strain capacity, fracture toughness, and characteristic length make ECC an ideal material for preventing brittle failures responsible for size effects present in concrete members. The primary focus of this study is the structural implications of size effect in ECC and steel reinforced ECC (R/ECC) members. Seven series of beam specimens fabricated of reinforced concrete, ECC, and R/ECC are tested in flexure to determine the severity of size effect. Test results of structurally sized members are presented. In this paper, special attention is…
ER  -