Shear capacity of normal, lightweight, and high-strength concrete beams according to model code 2010. II: Experimental results versus nonlinear finite element program results

JC Walraven; B Belletti; R Esposito

doi:10.1061/(ASCE)ST.1943-541X.0000743

Shear capacity of normal, lightweight, and high-strength concrete beams according to model code 2010. II: Experimental results versus nonlinear finite element program results

Research output: Contribution to journal › Article › Scientific › peer-review

Original language	English
Pages (from-to)	1600-1607
Number of pages	8
Journal	Journal of Structural Engineering
Volume	139
Issue number	9
DOIs	https://doi.org/10.1061/(ASCE)ST.1943-541X.0000743
Publication status	Published - 2013

Bibliographical note

harvest

Keywords

CWTS JFIS < 0.75

Access to Document

10.1061/(ASCE)ST.1943-541X.0000743

Cite this

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title = "Shear capacity of normal, lightweight, and high-strength concrete beams according to model code 2010. II: Experimental results versus nonlinear finite element program results",

keywords = "CWTS JFIS < 0.75",

author = "JC Walraven and B Belletti and R Esposito",

note = "harvest",

year = "2013",

doi = "10.1061/(ASCE)ST.1943-541X.0000743",

language = "English",

volume = "139",

pages = "1600--1607",

journal = "Journal of Structural Engineering",

issn = "0733-9445",

publisher = "American Society of Civil Engineers (ASCE)",

number = "9",

}

Shear capacity of normal, lightweight, and high-strength concrete beams according to model code 2010. II: Experimental results versus nonlinear finite element program results. / Walraven, JC; Belletti, B; Esposito, R.
In: Journal of Structural Engineering, Vol. 139, No. 9, 2013, p. 1600-1607.

Research output: Contribution to journal › Article › Scientific › peer-review

TY - JOUR

T1 - Shear capacity of normal, lightweight, and high-strength concrete beams according to model code 2010. II: Experimental results versus nonlinear finite element program results

AU - Walraven, JC

AU - Belletti, B

AU - Esposito, R

N1 - harvest

PY - 2013

Y1 - 2013

KW - CWTS JFIS < 0.75

U2 - 10.1061/(ASCE)ST.1943-541X.0000743

DO - 10.1061/(ASCE)ST.1943-541X.0000743

M3 - Article

SN - 0733-9445

VL - 139

SP - 1600

EP - 1607

JO - Journal of Structural Engineering

JF - Journal of Structural Engineering

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ER -