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Tensile Lap Splices Part I: Retaining Wall Type, Varying Moment Zone

P. M. Ferguson / E. A. Briceno

Thirty-two concrete beams simulating retaining wall stems and containing reinforcing bar lap splices were tested to failure. Twenty-seven beams had no. 11 bar splices, four had no. 8 bar splices, and one had no. 9 main bars spliced to no. 11 dowel bars. Failures were typically of the splitting type. It was concluded that the 1965 AASHO specification for splices does not provide a safe guide unless it is modified. The second part of the report presents a tentative theoretical treatment of lap splice length based on several observed types of splitting failure. (BPR abstract)

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Tensile Lap Splices Part I: Retaining Wall Type, Varying Moment Zone

P. M. Ferguson / E. A. Briceno

Thirty-two concrete beams simulating retaining wall stems and containing reinforcing bar lap splices were tested to failure. Twenty-seven beams had no. 11 bar splices, four had no. 8 bar splices, and one had no. 9 main bars spliced to no. 11 dowel bars. Failures were typically of the splitting type. It was concluded that the 1965 AASHO specification for splices does not provide a safe guide unless it is modified. The second part of the report presents a tentative theoretical treatment of lap splice length based on several observed types of splitting failure. (BPR abstract)

Tensile Lap Splices Part I: Retaining Wall Type, Varying Moment Zone

P. M. Ferguson / E. A. Briceno

Thirty-two concrete beams simulating retaining wall stems and containing reinforcing bar lap splices were tested to failure. Twenty-seven beams had no. 11 bar splices, four had no. 8 bar splices, and one had no. 9 main bars spliced to no. 11 dowel bars. Failures were typically of the splitting type. It was concluded that the 1965 AASHO specification for splices does not provide a safe guide unless it is modified. The second part of the report presents a tentative theoretical treatment of lap splice length based on several observed types of splitting failure. (BPR abstract)

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Titel:

Tensile Lap Splices Part I: Retaining Wall Type, Varying Moment Zone

Beteiligte:

P. M. Ferguson (Autor:in) / E. A. Briceno (Autor:in)

Erscheinungsdatum:

1969

Format / Umfang:

32 pages

Medientyp:

Report

Format:

Keine Angabe

Sprache:

Englisch

Schlagwörter:

Civil Engineering , Reinforcing steels , Retaining walls , Failure , Splices , Beams(Supports) , Concrete structures , Loads(Forces) , Bond stress , Concrete construction , Concrete durability , Cracking(Fracturing) , Design standards , Lap splices

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