In-plane Shear Joint Capacity of Pracast Lightweight Aggregate
                Concrete Elements

Henning Larsen; Per Goltermann; Søren Scherfig; Charlotte Micheelsen

In-plane Shear Joint Capacity of Pracast Lightweight Aggregate Concrete Elements

Henning Larsen, Per Goltermann, Søren Scherfig, Charlotte Micheelsen

Ramboll Foundation

Research output: Contribution to journal › Journal article › Research › peer-review

Abstract

The paper establishes and documents formulas for the in-plane shear capacity between precast elements of lightweight aggregate concrete with open structure. The joints investigated are rough or toothed and have all been precracked prior to the testing in order to obtain realistic test results. The paper documents the shear force capacity for the joint strength between the most common joint types between precast LAC roof and floor elements used in Scandinavia.

Original language	English
Journal	Nordic Concrete Research
Volume	2
Pages (from-to)	41 - 54
Publication status	Published - 1996

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title = "In-plane Shear Joint Capacity of Pracast Lightweight Aggregate Concrete Elements",

abstract = "The paper establishes and documents formulas for the in-plane shear capacity between precast elements of lightweight aggregate concrete with open structure. The joints investigated are rough or toothed and have all been precracked prior to the testing in order to obtain realistic test results. The paper documents the shear force capacity for the joint strength between the most common joint types between precast LAC roof and floor elements used in Scandinavia.",

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T1 - In-plane Shear Joint Capacity of Pracast Lightweight Aggregate Concrete Elements

AU - Larsen, Henning

AU - Goltermann, Per

AU - Scherfig, Søren

AU - Micheelsen, Charlotte

PY - 1996

Y1 - 1996

N2 - The paper establishes and documents formulas for the in-plane shear capacity between precast elements of lightweight aggregate concrete with open structure. The joints investigated are rough or toothed and have all been precracked prior to the testing in order to obtain realistic test results. The paper documents the shear force capacity for the joint strength between the most common joint types between precast LAC roof and floor elements used in Scandinavia.

AB - The paper establishes and documents formulas for the in-plane shear capacity between precast elements of lightweight aggregate concrete with open structure. The joints investigated are rough or toothed and have all been precracked prior to the testing in order to obtain realistic test results. The paper documents the shear force capacity for the joint strength between the most common joint types between precast LAC roof and floor elements used in Scandinavia.

M3 - Journal article

SN - 2545-2819

VL - 2

SP - 41

EP - 54

JO - Nordic Concrete Research

JF - Nordic Concrete Research

ER -