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Experimental Investigation of Anchor Bolts Under Shear

T. Ueda / S. Kitipornchai / K. Ling

An experimental investigation of anchor bolts embedded in unreinforced concrete, monotonically loaded in shear is described. The anchor bolts were embedded sufficiently to develop the minimum tensile strength of the bolt steel. Pairs of anchor bolts (double bolt anchorages) with varying spacings and edge distances were loaded in shear in the direction perpendicular to the line of the bolts. Concrete failure with wedge cone was observed in most cases. The effects of the edge distance and bolt spacing on the shear resistance of anchor bolts are discussed. However, the concept of wedge cone interaction was found not directly applicable to double bolt anchorages under shear. The influence of the support conditions of the concrete test blocks on anchor bolt strengths has also been investigated.

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Experimental Investigation of Anchor Bolts Under Shear

T. Ueda / S. Kitipornchai / K. Ling

An experimental investigation of anchor bolts embedded in unreinforced concrete, monotonically loaded in shear is described. The anchor bolts were embedded sufficiently to develop the minimum tensile strength of the bolt steel. Pairs of anchor bolts (double bolt anchorages) with varying spacings and edge distances were loaded in shear in the direction perpendicular to the line of the bolts. Concrete failure with wedge cone was observed in most cases. The effects of the edge distance and bolt spacing on the shear resistance of anchor bolts are discussed. However, the concept of wedge cone interaction was found not directly applicable to double bolt anchorages under shear. The influence of the support conditions of the concrete test blocks on anchor bolt strengths has also been investigated.

Experimental Investigation of Anchor Bolts Under Shear

T. Ueda / S. Kitipornchai / K. Ling

An experimental investigation of anchor bolts embedded in unreinforced concrete, monotonically loaded in shear is described. The anchor bolts were embedded sufficiently to develop the minimum tensile strength of the bolt steel. Pairs of anchor bolts (double bolt anchorages) with varying spacings and edge distances were loaded in shear in the direction perpendicular to the line of the bolts. Concrete failure with wedge cone was observed in most cases. The effects of the edge distance and bolt spacing on the shear resistance of anchor bolts are discussed. However, the concept of wedge cone interaction was found not directly applicable to double bolt anchorages under shear. The influence of the support conditions of the concrete test blocks on anchor bolt strengths has also been investigated.

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Title:

Experimental Investigation of Anchor Bolts Under Shear

Contributors:

T. Ueda (author) / S. Kitipornchai (author) / K. Ling (author)

Publication date:

1988

Size:

31 pages

ISBN:

Type of media:

Report

Type of material:

No indication

Language:

English

Keywords:

Structural Analyses , Construction Materials, Components, & Equipment , Anchor bolts , Shear properties , Tensile strength , Fatigue(Materials) , Shear stress , Mechanical properties , Concrete , Fasteners , Loads(Forces) , Dynamic tests , Graphs(Charts) , Foreign technology

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