{"id":559205,"date":"2024-11-05T18:23:15","date_gmt":"2024-11-05T18:23:15","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/esdu-930312011\/"},"modified":"2024-11-05T18:23:15","modified_gmt":"2024-11-05T18:23:15","slug":"esdu-930312011","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/esdu\/esdu-930312011\/","title":{"rendered":"ESDU 93031:2011"},"content":{"rendered":"

\n\tESDU 93031 directly accounts for the mutual coupling between
\ninternal pressure and flow conditions, and the stresses and
\nstructural motion of the pipework. The system must consist of
\nstraight pipes each of uniform cross-section and material
\nproperties running full of liquid and each aligned with one of a
\nset of orthogonal axes. It is assumed that all bends remain right
\nangles and do not flex. Externally-acting rigid supports can be
\nmodelled at any location in any or all the three translational and
\nthree rotational degrees of freedom. The system can have a
\nreservoir or a centrifugal pump (running at constant speed or
\nrunning down after trip) at the upstream end, and a reservoir or a
\nvalve (opening, closing or fixed) at the downstream end. Data on
\nthe pump characteristics and rotor inertia are required (although
\ndefault data are included) and allowance may be made for backflow.
\nThe valve may be closed instantaneously, with a linear area change
\nwith time, or an area\/time closure curve may be input. Output
\nincludes steady-state values, together with maximum and minimum
\nvalues and their location, of pressure, velocity, pipe
\ndisplacement, axial and shear forces in the walls, and torsional
\nand bending moments in the walls; the time variation of user-chosen
\nvariables at selected locations over the run time can also be
\nprovided. Criteria by which it can be established whether
\nstructural coupling is important are defined and their use
\ndiscussed. The program is provided as an executable file and within
\nESDUview shell that prompts for all the input data and provides
\ncontext-sensitive help facilities.\n\t<\/p>\n","protected":false},"excerpt":{"rendered":"

Pipeline Vibrations. Computer Program for the Prediction of Fluid Transients in Flexible, Unbranched Three-Dimensional Piping Systems<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ESDU<\/b><\/a><\/td>\n2011-06<\/td>\nNA<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":0,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[2675],"product_tag":[],"class_list":{"0":"post-559205","1":"product","2":"type-product","3":"status-publish","5":"product_cat-esdu","7":"first","8":"instock","9":"sold-individually","10":"shipping-taxable","11":"purchasable","12":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/559205","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=559205"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=559205"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=559205"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}