Influence of spatial variability on the shear capacity of RC members without shear reinforcement

Yuguang Yang; Joop Den Uijl; Joost Walraven; Stavros Petrocheilos

Influence of spatial variability on the shear capacity of RC members without shear reinforcement

Yuguang Yang, Joop Den Uijl, Joost Walraven, Stavros Petrocheilos

Research output: Chapter in Book/Conference proceedings/Edited volume › Conference contribution › Scientific › peer-review

Abstract

The experimental program presented in this paper deals with the influence of the spatial variation of the concrete strength in width direction on the shear capacity of one-way slabs. Two test series are designed, in which the spatial variation of the concrete strength is exaggerated. The influence of the concrete strength variation on the inclined cracking load, failure mode, crack development and other aspects of one-way slabs is examined in the tests.

Original language	English
Title of host publication	Assessment, Upgrading and Refurbishment of Infrastructures
Publisher	International Association for Bridge and Structural Engineering (IABSE)
ISBN (Electronic)	9783857481239
Publication status	Published - 1 Jan 2013
Event	IABSE Workshop on Assessment, Upgrading and Refurbishment of Infrastructures - Rotterdam, Netherlands Duration: 6 May 2013 → 8 May 2013

Conference

Conference	IABSE Workshop on Assessment, Upgrading and Refurbishment of Infrastructures
Country/Territory	Netherlands
City	Rotterdam
Period	6/05/13 → 8/05/13

Keywords

Concrete slab
Inclined cracking load
Shear capacity
Weak spot

Cite this

@inproceedings{9af384dfc16e454f819295fb1af33530,

title = "Influence of spatial variability on the shear capacity of RC members without shear reinforcement",

abstract = "The experimental program presented in this paper deals with the influence of the spatial variation of the concrete strength in width direction on the shear capacity of one-way slabs. Two test series are designed, in which the spatial variation of the concrete strength is exaggerated. The influence of the concrete strength variation on the inclined cracking load, failure mode, crack development and other aspects of one-way slabs is examined in the tests.",

keywords = "Concrete slab, Inclined cracking load, Shear capacity, Weak spot",

author = "Yuguang Yang and \{Den Uijl\}, Joop and Joost Walraven and Stavros Petrocheilos",

year = "2013",

month = jan,

day = "1",

language = "English",

booktitle = "Assessment, Upgrading and Refurbishment of Infrastructures",

publisher = "International Association for Bridge and Structural Engineering (IABSE)",

note = "IABSE Workshop on Assessment, Upgrading and Refurbishment of Infrastructures ; Conference date: 06-05-2013 Through 08-05-2013",

}

Yang, Y , Den Uijl, J , Walraven, J & Petrocheilos, S 2013, Influence of spatial variability on the shear capacity of RC members without shear reinforcement. in Assessment, Upgrading and Refurbishment of Infrastructures. International Association for Bridge and Structural Engineering (IABSE), IABSE Workshop on Assessment, Upgrading and Refurbishment of Infrastructures, Rotterdam, Netherlands, 6/05/13.

Influence of spatial variability on the shear capacity of RC members without shear reinforcement. / Yang, Yuguang ; Den Uijl, Joop ; Walraven, Joost et al.
Assessment, Upgrading and Refurbishment of Infrastructures. International Association for Bridge and Structural Engineering (IABSE), 2013.

Research output: Chapter in Book/Conference proceedings/Edited volume › Conference contribution › Scientific › peer-review

TY - GEN

T1 - Influence of spatial variability on the shear capacity of RC members without shear reinforcement

AU - Yang, Yuguang

AU - Den Uijl, Joop

AU - Walraven, Joost

AU - Petrocheilos, Stavros

PY - 2013/1/1

Y1 - 2013/1/1

N2 - The experimental program presented in this paper deals with the influence of the spatial variation of the concrete strength in width direction on the shear capacity of one-way slabs. Two test series are designed, in which the spatial variation of the concrete strength is exaggerated. The influence of the concrete strength variation on the inclined cracking load, failure mode, crack development and other aspects of one-way slabs is examined in the tests.

AB - The experimental program presented in this paper deals with the influence of the spatial variation of the concrete strength in width direction on the shear capacity of one-way slabs. Two test series are designed, in which the spatial variation of the concrete strength is exaggerated. The influence of the concrete strength variation on the inclined cracking load, failure mode, crack development and other aspects of one-way slabs is examined in the tests.

KW - Concrete slab

KW - Inclined cracking load

KW - Shear capacity

KW - Weak spot

UR - https://www.scopus.com/pages/publications/84928816054

M3 - Conference contribution

AN - SCOPUS:84928816054

BT - Assessment, Upgrading and Refurbishment of Infrastructures

PB - International Association for Bridge and Structural Engineering (IABSE)

T2 - IABSE Workshop on Assessment, Upgrading and Refurbishment of Infrastructures

Y2 - 6 May 2013 through 8 May 2013

ER -

Influence of spatial variability on the shear capacity of RC members without shear reinforcement

Abstract

Conference

Keywords

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