Materials For Civil And Construction Engineers In Si Units
4th Edition
ISBN: 9781292154404
Author: Michael S Mamlouk
Publisher: PEARSON
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Question
Chapter 3, Problem 3.47QP
To determine
Does the steel have adequate Charpy V notch fracture toughness.
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In a bending test for a brittle material, the distance between the supports is 300mm, the cross sectional area of the specimen is 1200 ??2and the thickness is 30mm. find the transverse rupture strength if the applied load was 1 ton
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Ff =
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A hot rolled steel tension test sample has a diameter of 6 mm and the original gage length of 30 mm. In a test to fracture, the stress and strain data below were obtained. Determine Generic Strain Value, %0.2 offset strain, and Calculated stress at %0.2 offset.
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Chapter 3 Solutions
Materials For Civil And Construction Engineers In Si Units
Ch. 3 - What is the chemical composition of steel? What is...Ch. 3 - Why does the ironcarbon phase diagram go only to...Ch. 3 - Draw a simple ironcarbon phase diagram showing the...Ch. 3 - What is the typical maximum percent of carbon in...Ch. 3 - Calculate the amounts and compositions of phases...Ch. 3 - Briefly discuss four heat treatment methods to...Ch. 3 - Define alloy steels. Explain why alloys are added...Ch. 3 - Prob. 3.8QPCh. 3 - Specifically state the shape and size of the...Ch. 3 - What are the typical uses of structural steel?
Ch. 3 - What is the range of thicknesses of cold-formed...Ch. 3 - Why is coil steel used for cold-formed steel...Ch. 3 - If a steel with a 33 ksi yield strength is used...Ch. 3 - Why is reinforcing steel used in concrete? Discuss...Ch. 3 - What is high-performance steel? State two HPS...Ch. 3 - Name three mechanical tests used to measure...Ch. 3 - The following laboratory tests are performed on...Ch. 3 - Sketch the stress-strain behavior of steel, and...Ch. 3 - Three steel bars with a diameter of 25 mm and...Ch. 3 - Three steel bars with a diameter of 0.5 in. and...Ch. 3 - Draw a typical stressstrain relationship for steel...Ch. 3 - Getting measurements from Figure 3.18, determine...Ch. 3 - A steel specimen is tested in tension. The...Ch. 3 - A steel specimen is tested in tension. The...Ch. 3 - A No. 10 steel rebar is tested in tension. By...Ch. 3 - A mild steel specimen originally 300 mm long is...Ch. 3 - A tension stress of 70 ksi was applied on a 12-in....Ch. 3 - A tensile stress is applied along the long axis of...Ch. 3 - A cylindrical steel alloy rod with a 0.5 in....Ch. 3 - A round steel alloy bar with a diameter of 0.75...Ch. 3 - A 19-mm reinforcing steel bar and a gauge length...Ch. 3 - Testing a round steel alloy bar with a diameter of...Ch. 3 - During the tension test on a steel rod within the...Ch. 3 - A grade 36 round steel bar with a diameter of 0.5...Ch. 3 - A high-yield-strength alloy steel bar with a...Ch. 3 - Estimate the cross-sectional area of a 350S125-27...Ch. 3 - An ASTM A615 grade 60 number 10 rebar with a gauge...Ch. 3 - A 32-mm rebar with a gauge length of 200 mm was...Ch. 3 - A steel pipe having a length of 3 ft. an outside...Ch. 3 - A steel pipe having a length of 1 m, an outside...Ch. 3 - A drill rod with a diameter of 10 mm is made of...Ch. 3 - A drill rod with, a diameter of 1/2 in. is made of...Ch. 3 - Prob. 3.43QPCh. 3 - An engineering technician performed a tension test...Ch. 3 - A Charpy V Notch (CVN) test was performed on a...Ch. 3 - Prob. 3.46QPCh. 3 - Prob. 3.47QPCh. 3 - How can the flaws in steel and welds be detected?...Ch. 3 - Determine the welding zone classification of A36...Ch. 3 - Briefly define steel corrosion. What are the four...Ch. 3 - Discuss the main methods used to protect steel...
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- A tensile test was carried out on a metal specimen. The gauge length of the specimen was 96 mm and the initial (original) cross sectional area was 17.36 mm^2. The final (fractured) length was 107.4 mm and the final cross- sectional area was 16.40mm^2 . Determine the percentage elongation and percentage reduction in area of the specimen.arrow_forwarda. Explain using a typical stress-strain curve, the effect that cold working has on the yield strength and ductility of a mild steel specimen. b. Sketch a typical fractured specimen of a flat ductile mild steel bar which has failed when subjected to axial tension, showing clearly the region of fracture. c. Sketch a typical fractured specimen of a flat brittle cast iron bar which has failed when subjected to axial tension, showing clearly the region of fracture.arrow_forwardA Charpy V Notch (CVN) test was performed on a steel specimen and produced the following readings:Plot the toughness-versus-temperature relation, and determine the temperaturetransition zone between ductile and brittle behavior.arrow_forward
- A compact tension specimen is tested according to ASTM standard E399. The load displacement curve is shown in the Figure below with PQ= 120 kN (Type 1 curve). The specimen dimensions are B=0.5 cm, W=10 cm, and “a” =5 cm. If the materials yield stress is 600 MPa are the conditions correct for a valid K1C measurement? Please look up McEviley’s textbook on the thickness criterion for a valid fracture toughness value.arrow_forwardA metal specimen with a square cross-sectional area having a gauge length of 50.0 mm is pulled in tension.If its width at the point of fracture is 5 mm and fractured gauge length is 75 mm. Calculate the ductility interms of:a) percent elongation b) percent reduction in area (Assume that its original width is 9 mm.)arrow_forwardWith neat sketches show three modes of fracture in a cracked materialarrow_forward
- The yield strength of 5 steel specimens was determined using the uniaxial tension test. The mean value of the yield strength is 29 ksi. If the sample standard deviation is 2 ksi, the 95% confidence interval for the yield strength of steel is: A. (26.5ksi, 31.5ksi) B. (25.7ksi, 31.3ksi) C. (27ksi, 31ksi) D. (25ksi, 30ksi)arrow_forwarda) A tension test was carried out for a specimen having 610 mm in length and an average diameter of 12.80 mm. The test was conducted until the specimen failed. The data record from a tensile test for the specimen is given in Table 1. A 50 mm gauge length was marked on the specimen before load applied.Referring to the data in Table 1;i) Plot a stress-strain diagram by using a scale of 1:0.02 mm/mm for the x-axis and 1:40 MPa for the y-axis. Redraw the elastic region by using a strain scale of 1:0.004 min/mm.ii) Determine the approximate modulus of elasticity, ultimate stress, and the yield strength of this material at 0.20% offset.iii) Calculate the modulus of toughness.iv) Calculate the final length of the specimen, if the specimen elongated about 26.78%.v) Calculate the percentage of reduction of area and the final diameter at breakage, if the cross-section area decreases to 105.13 mm2arrow_forwardNoncontact deformation measuring technique is preferred in many situations.arrow_forward
- A Charpy V Notch (CVN) test was performed on a steel specimen and produced the readings shown in Table . Plot the toughness-versus-temperature relation and determine the temperature transition zone between ductile and brittle behavior.arrow_forwardWrite down 2 differences between the Charpy and Izod fracture testarrow_forward
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