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Preventing Failure of High-strength Fasteners Used in Offshore and Subsea Applications

Figure 1: Failure of Cap Screw Made of Low-alloy Steel Due to Hydrogen Embrittlement

increase, the material properties, particularly strength, toughness and resistance to SCC, become the primary selection criteria.

To resist brittle fracture and improve fatigue strength and resistance to SCC and HE, material is specified with a certain level of ductility, toughness and controlled hardness. These parameters typically require a specific heat treatment to control strength or hardness. Typical factors used in the selection of fasteners are:

Note the intergranular morphology on the close-up of the fracture surface.

Table 1: Typical Materials for Subsea Fasteners

Alloy Group Material

Alloy steels

AISI 4140 AISI 4130 AISI 4340

Stainless steels Duplex SS 2507 A286

Custom 455 PH 13-8 Mo S17400 S17700 S15700

Ferralium 255

Ni-based alloys K-400 K-500

Alloy 718 Alloy 725 Alloy 925 Alloy 59

Alloy X-750 Alloy 625 Rene 41

Co–Ni alloys MP35N MP159

Be–Cu alloys C17200 C17300 C17000

• material strength (yield and ultimate strength); • material ductility expressed in elongation (generally a minimum of 7–18%);

Yield Strength Tensile Strength (ksi)

(ksi)

75–105 120 145

80–95

95–119 135–231 190–205 145–170 140–230 170–230 110 30 86

120–145 120 110

128–168 92

120 157 230 250

145–190 145–190 125–185

Ti base alloys Ti-6Al-4V, Ti-6Al-4V ELI 128 Ti 3Al-8V-6Cr-4Mo-4Zr 115 Ti-5Al-1Sn-1Zr1V-0.8Mo 111 Corona-5

Ti-4.5Al-5Mo-1.5Cr Ti-6Al-6V-2Sn Ti-10V-2Fe-3Al

Ti-6Al-2Sn-4Zr-6Mo Ti-7Al-4Mo

Ti-13V-11Cr-3Al Ti-8Mo-8V-2Fe-3Al Ti-11.5Mo-6Zr-4.5Sn Ti-15V-3Al-3Cr-3Sn Ti Beta 21S

120–153 145–160 150

150–160 150–160 160 170 175 190 205

100–125 135 160

116–145 150–190 160–260 220–235 200

130

75–100 105–150 150–180 165 168

149–170 162 165 206 280 260 – – –

200 120 126

– – – – – – – – – –

strength alloy steel bolts used for drilling riser applications with a specified hardness of 34 HRC in fact have hardness ranging from 34 to 38 HRC and are generally closer to 38 HRC than 34 HRC in one lot of 3.25-inch diameter bolts. Thus, adhering to specification and quality assurance should be a prime concern when procuring fasteners.

Design Criteria

Bolted joint designs are governed by American Society of Mechanical Engineers (ASME) Pressure Vessel Code or API Standards, ASME B16.58

and API 6A9

KI

for offshore equipment. The flange size and

pressure rating generally decide the number, size and strength of the fasteners. As the size, strength and demand for high reliability

76

= Cσ πa

(1)

where KI = stress intensity factor, C = shape factor (1.5 has been used for threads geometry),2

σ = nominal stress and a = depth of a surface breaking flaw.

EXPLORATION & PRODUCTION – VOLUME 8 ISSUE 1

• toughness, typically specified as Charpy impact values at the lowest expected temperature (generally average Charpy toughness values of 20–50ft.lb minimum);

• resistance to corrosion and SCC; • resistance to HE and other hydrogen-induced cracking (HIC); and • long fatigue life.

Material strength selection is determined by the design stress, which is determined by:

• design stress at rated working pressure (σsm); • the maximum allowable general primary membrane stress at

hydrostatic test pressure (σST); and

• the maximum combined primary and secondary stress (σSS). These stresses are limited to:

• σsm = the smaller of 2/3 σMSYS or 1/2 of σMSUTS; • σST = the smaller of 5/6 σMSYS or 2/3 of σMSUTS; and • σSS = the smaller of 2 σMSYS or σMSUTS,

where σMSUTS is the minimum specified ultimate tensile stress and σMSYS is the minimum specified yield strength. Increasing the pressure rating of the component or the combined stress intensity requires using higher-strength material.

To control corrosion and SCC, materials are selected for either their resistance to corrosion and SCC or their ability to be protected by CP. In subsea cases, it has been shown that CP with sacrificial anodes effectively controls corrosion of carbon steel fasteners in use with carbon steel or corrosion resistance alloy (CRA) connections.7

Resistance to SCC limits the strength of each material and, in many cases, some materials are not considered viable. This led designers to use high-strength grades of CRAs.

Defect-tolerant Design

To ensure the fastener materials have sufficient resistance to SCC, a defect tolerance approach should be considered. Stress intensity solutions for threaded components are given by the following equation:2 Page 1  |  Page 2  |  Page 3  |  Page 4  |  Page 5  |  Page 6  |  Page 7  |  Page 8  |  Page 9  |  Page 10  |  Page 11  |  Page 12  |  Page 13  |  Page 14  |  Page 15  |  Page 16  |  Page 17  |  Page 18  |  Page 19  |  Page 20  |  Page 21  |  Page 22  |  Page 23  |  Page 24  |  Page 25  |  Page 26  |  Page 27  |  Page 28  |  Page 29  |  Page 30  |  Page 31  |  Page 32  |  Page 33  |  Page 34  |  Page 35  |  Page 36  |  Page 37  |  Page 38  |  Page 39  |  Page 40  |  Page 41  |  Page 42  |  Page 43  |  Page 44  |  Page 45  |  Page 46  |  Page 47  |  Page 48  |  Page 49  |  Page 50  |  Page 51  |  Page 52  |  Page 53  |  Page 54  |  Page 55  |  Page 56  |  Page 57  |  Page 58  |  Page 59  |  Page 60  |  Page 61  |  Page 62  |  Page 63  |  Page 64  |  Page 65  |  Page 66  |  Page 67  |  Page 68  |  Page 69  |  Page 70  |  Page 71  |  Page 72  |  Page 73  |  Page 74  |  Page 75  |  Page 76  |  Page 77  |  Page 78  |  Page 79  |  Page 80  |  Page 81  |  Page 82  |  Page 83  |  Page 84  |  Page 85  |  Page 86  |  Page 87  |  Page 88  |  Page 89  |  Page 90  |  Page 91  |  Page 92  |  Page 93  |  Page 94  |  Page 95  |  Page 96  |  Page 97  |  Page 98  |  Page 99  |  Page 100  |  Page 101  |  Page 102  |  Page 103  |  Page 104  |  Page 105  |  Page 106  |  Page 107  |  Page 108  |  Page 109  |  Page 110  |  Page 111  |  Page 112  |  Page 113  |  Page 114  |  Page 115  |  Page 116  |  Page 117  |  Page 118  |  Page 119  |  Page 120  |  Page 121  |  Page 122  |  Page 123  |  Page 124  |  Page 125  |  Page 126  |  Page 127  |  Page 128  |  Page 129  |  Page 130  |  Page 131  |  Page 132  |  Page 133  |  Page 134  |  Page 135  |  Page 136  |  Page 137  |  Page 138  |  Page 139  |  Page 140  |  Page 141  |  Page 142  |  Page 143  |  Page 144  |  Page 145  |  Page 146  |  Page 147  |  Page 148
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