Inspection Evaluation And Repair Of Steel structures Part 3 potx

... paragraphs 3- 3 and 3- 5, respectively, to assist the inspector during the preinspection. (3) Review of previous inspection reports and operations records will aid in defining occurrence of unusual ... reduces the torsional stability of miter gates during opening and closing. EM 1110-2-6054 1 Dec 01 3- 1 Chapter 3 Periodic Inspection 3- 1. Purpose of Inspection a. As discussed ... structural evaluation is included and the severity of the condition can be quantitatively compared with previous and future observations. c. Evaluation. Evaluation of the effects of existing...

... Operation and Maintenance 2-6 2-15 Unforeseen Loading 2-7 2-16 Chapter 3 Periodic Inspection Purpose of Inspection 3- 1 3- 1 Inspection Procedures 3- 2 3- 1 Critical Members and Connections 3- 3 3- 2 ... 3- 2 Visual Inspection 3- 4 3- 13 Critical Area Checklist 3- 5 3- 13 Inspection Intervals 3- 6 3- 14 Chapter 4 Detailed Inspection Introduction 4-1 4-1 Purpose of Inspection 4-2 4-1 Inspection ... describes the inspection, evaluation, and repair of hydraulic steel structures, including preinspection identification of critical locations (such as fracture critical members and various con-nections)...

... toughness of steel is generally a function of chemical composition, thermomechanical history, and microstructure. Chemical composition affects the toughness of a steel, since the addition of solute ... especially true of welds on riveted structures, since the structural steels typically used in older structures are not characterized as steels for welding. A discussion of structural steels used ... cooling of the weld material and HAZ promotes the formation of martensite, which is a brittle phase of steel. Preheat and postheat requirements have been adopted (American National Standards...

... oxidation) and the normal waterline (wetting and drying promotes corrosion). EM 1110-2-6054 1 Dec 01 3- 13 3- 4. Visual Inspection a. Visual inspection is the primary inspection method and ... according to paragraph 3- 3. A visual inspection is hands-on and requires careful and close examination. The inspector should look closely at the members and connections and not just view them ... periodic inspection of hydraulic steel structures, if necessary. These methods, discussed in Chapter 4, include dye penetrant, magnetic particle, or eddy-current methods for inspection of cracks, and...

... inspected structures, date and time of inspection, type of inspection, inspection procedure, inspection equipment, inspector identity and qualifications, and a record of discontinuities detected that ... results of NDT. (c) NDT Level III: An NDT Level III individual shall be capable of establishing techniques and procedures; interpreting codes, standards, and procedures; and designating the particular ... radiographic or ultrasonic inspection and is generally faster and more economical than penetrant inspection. Compared to PT inspection, MT inspection has the advantage of revealing cracks filled...

... Behavior of Steel Materials a. The operating service temperature of a steel structure has a significant effect on the fracture behavior of the steel. For low- and intermediate-strength steels, ... Structural Evaluation 6-1. Purpose of Evaluation a. Structural evaluation is the process of determining the capability of a structure to perform its intended function. The evaluation ... effect of bead configuration, and macrodefects of welded joints. The quality of welds can be evaluated as a function of ductility to resist cracking during bending. The top and bottom surfaces of...

... of σ and a. Stress-intensity factors for various types of geometries can be calculated using the information included in Figures 6-8 through 6-16 (Barsom and Rolfe 1987). Barsom and Rolfe and ... the distance between the edge of component and edge of crack in the through-thickness direction Figure 6-4. Resolution of a discontinuity (after British Standards Institution 1980) ... stress (σp and σs) can be linearized and resolved into σm and σb as shown in Figure 6-17. 6-5. Elastic-Plastic Fracture Assessment Rearranging Equation 2-2, the upper limit of plane-strain...

... units, da/dN = 3. 6 × 10-10 (∆KI) 3 where a = in. and ∆KI = ksi-.in) (2) Martensitic steels. ASTM A514/A514M and ASTM A517/517M steels are martensitic steels: da/dN = 1 .35 × 10-7 ... 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... Because of the history of problems at this site, a thorough visual inspection was made previously on several gates. (2) Inspection. An in-depth inspection was made of the gate with particular ... fracture toughness. A review of the hypothetical design documents indicated that the gate had been fabricated from A36 steel. Since KIc testing (ASTM E399) of mild steels at reasonable service ... structural integrity of the spillway gate must be evaluated. (a) Since an evaluation of the local buckling of the strut arms was conducted when it was first observed and the amount of buckling on...

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