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By L. Elfgren, Surendra Shah

ISBN-10: 0203626761

ISBN-13: 9780203626764

ISBN-10: 041236980X

ISBN-13: 9780412369803

This publication offers the most recent study findings of the quick constructing purposes of fracture mechanics to concrete constructions. Key papers from best specialists within the box describe latest and new modelling recommendations within the research of fabrics and constructions. The ebook explains the sensible software of fracture mechanics to structural modelling, bending, shear, bond and anchorage. The lawsuits of this RILEM Workshop should be a major reference for these engaged in layout, improvement, study and educating within the box of concrete buildings.

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Additional resources for Analysis of concrete structures by fracture mechanics: proceedings of the International RILEM workshop, Abisko, Sweden, June 28-30, 1989

Sample text

For crack openings larger than 200 mm, there seemed to be a slight influence of the confining stress normal to the crack plane. 95). 40 were calculated based on the new experimental results [8]. This is far in excess of values determined from conventional aggregate interlock experiments EXPERIMENTAL ANALYSIS OF MIXED MODE 33 Fig. 7 P-δ (a) and Ps-δs (b) diagrams for three compressive shear tests with compressive confinement normal to the crack plane. The tests were carried out at different values for the axial crack opening.

1c, 1d. specimen by super glue and epoxy. The two gages were placed on the top and bottom of the aggregate such that they measured the sliding and opening displacements at the mouth of the propagating kink (Figure 2). The gage output was passed through a bridge circuit and amplified by an Accudata 218 Bridge Amplifier. The load and displacement gage data were stored in digital format on a Nicolet digital oscilloscope and later read into an IBM-AT computer. FINITE ELEMENT ANALYSIS There are theoretical solutions available for determination of the Stress Intensity Factors (SIF) at the tip of a kink emanating from a preexisting inclined crack (Horii and Nemat Nasser [9], Steif [10]).

Specimen by super glue and epoxy. The two gages were placed on the top and bottom of the aggregate such that they measured the sliding and opening displacements at the mouth of the propagating kink (Figure 2). The gage output was passed through a bridge circuit and amplified by an Accudata 218 Bridge Amplifier. The load and displacement gage data were stored in digital format on a Nicolet digital oscilloscope and later read into an IBM-AT computer. FINITE ELEMENT ANALYSIS There are theoretical solutions available for determination of the Stress Intensity Factors (SIF) at the tip of a kink emanating from a preexisting inclined crack (Horii and Nemat Nasser [9], Steif [10]).

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Analysis of concrete structures by fracture mechanics: proceedings of the International RILEM workshop, Abisko, Sweden, June 28-30, 1989 by L. Elfgren, Surendra Shah


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