{"id":20846,"date":"2025-07-28T10:24:44","date_gmt":"2025-07-28T04:54:44","guid":{"rendered":"https:\/\/eng.pdn.ac.lk\/civileng\/?page_id=20846"},"modified":"2025-07-29T10:14:59","modified_gmt":"2025-07-29T04:44:59","slug":"ce307","status":"publish","type":"page","link":"https:\/\/eng.pdn.ac.lk\/civileng\/ce307\/","title":{"rendered":"CE307"},"content":{"rendered":"\t\t<div data-elementor-type=\"wp-page\" data-elementor-id=\"20846\" class=\"elementor elementor-20846\" data-elementor-post-type=\"page\">\n\t\t\t\t<div class=\"elementor-element elementor-element-790fea6 e-flex e-con-boxed e-con e-parent\" data-id=\"790fea6\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-1ecfd5e thim-ekits-heading-text-center elementor-widget__width-inherit elementor-widget thim-ekits-heading elementor-widget-thim-heading\" data-id=\"1ecfd5e\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"thim-heading.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t<div class=\"sc_heading text-center\"><h2 class=\"title\">Finite Element Methods in Solid Mechanics- CE307 <\/h2><span class=\"line\"><\/span><\/div>\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t<div class=\"elementor-element elementor-element-8800d3f e-flex e-con-boxed e-con e-parent\" data-id=\"8800d3f\" data-element_type=\"container\" data-e-type=\"container\">\n\t\t\t\t\t<div class=\"e-con-inner\">\n\t\t\t\t<div class=\"elementor-element elementor-element-d002926 elementor-widget elementor-widget-text-editor\" data-id=\"d002926\" data-element_type=\"widget\" data-e-type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t\t\t<p>Credits : 3<\/p>\n<p>Prerequisites :&nbsp;<span style=\"color: #212529; font-family: -apple-system, BlinkMacSystemFont, 'Segoe UI', Roboto, 'Helvetica Neue', Arial, sans-serif, 'Apple Color Emoji', 'Segoe UI Emoji', 'Segoe UI Symbol'; font-size: 16px;\">CE201<\/span><\/p>\n<p>Compulsory\/Optional : Compulsory<\/p>\n<table>\n<thead style=\"text-align: center; background-color: #343a40;\">\n<tr style=\"color: rgba(255,255,255,0.85);\">\n<th style=\"text-align: left;\">Aim(s)<\/th>\n<\/tr>\n<\/thead>\n<tbody>\n<tr>\n<td><span style=\"color: #212529; font-family: -apple-system, BlinkMacSystemFont, 'Segoe UI', Roboto, 'Helvetica Neue', Arial, sans-serif, 'Apple Color Emoji', 'Segoe UI Emoji', 'Segoe UI Symbol'; font-size: 16px;\">To introduce approximate methods used in analysing civil engineering problems.<\/span><\/td>\n<\/tr>\n<\/tbody>\n<thead style=\"text-align: center; background-color: #343a40;\">\n<tr style=\"color: rgba(255,255,255,0.85);\">\n<th style=\"text-align: left;\">Intended Learning Outcomes<\/th>\n<\/tr>\n<\/thead>\n<tbody>\n<tr>\n<td>\n<p><span style=\"color: #212529; font-family: -apple-system, BlinkMacSystemFont, 'Segoe UI', Roboto, 'Helvetica Neue', Arial, sans-serif, 'Apple Color Emoji', 'Segoe UI Emoji', 'Segoe UI Symbol'; font-size: 16px;\">On successful completion of the course, the students should be able to;<\/span><\/p>\n<ol style=\"margin-bottom: 1rem; color: #212529; font-family: -apple-system, BlinkMacSystemFont, 'Segoe UI', Roboto, 'Helvetica Neue', Arial, sans-serif, 'Apple Color Emoji', 'Segoe UI Emoji', 'Segoe UI Symbol'; font-size: 16px;\">\n<li>Explain the different approximate methods and their limitations for analysis of civil engineering problems.<\/li>\n<li>Analyse basic 1D and 2D civil engineering problems by developing a computer program based on finite element method.<\/li>\n<li>Model and analyse engineering problems by using commercially available Finite Element (FE) software.<\/li>\n<\/ol>\n<\/td>\n<\/tr>\n<\/tbody>\n<thead style=\"text-align: center; background-color: #343a40;\">\n<tr style=\"color: rgba(255,255,255,0.85);\">\n<th style=\"text-align: left;\">Course content\/Course description<\/th>\n<\/tr>\n<\/thead>\n<tbody>\n<tr>\n<td>\n<div>\n<ol style=\"margin-bottom: 1rem; color: #212529; font-family: -apple-system, BlinkMacSystemFont, 'Segoe UI', Roboto, 'Helvetica Neue', Arial, sans-serif, 'Apple Color Emoji', 'Segoe UI Emoji', 'Segoe UI Symbol'; font-size: 16px;\">\n<li><a style=\"color: inherit; transition-duration: 0.2s; transition-timing-function: linear; transition-property: all; font-weight: bold;\">Introduction to approximate methods to solve basic engineering problems :<\/a>&nbsp;Variational methods: Rayleigh-Ritz; finite difference method; finite element method<\/li>\n<li><a style=\"color: inherit; transition-duration: 0.2s; transition-timing-function: linear; transition-property: all; font-weight: bold;\">Displacement based finite element formulation for truss structures :<\/a>&nbsp;Derivation of element stiffness matrix for a spring\/bar element referring local coordinate system; shape (interpolation) functions; 2D transformation of element stiffness matrix from local to global coordinate system; assembly of element stiffness matrices into global stiffness matrix; boundary conditions; solution techniques; evaluation of member forces; computer implementation using a computer program<\/li>\n<li><a style=\"color: inherit; transition-duration: 0.2s; transition-timing-function: linear; transition-property: all; font-weight: bold;\">Displacement based finite element formulation for frame structures :<\/a>&nbsp;Review of beam theory, derivation of stiffness matrix for frame element, shape (interpolation) functions, equivalent nodal forces, evaluation of stress resultants, computer implementation using a computer program<\/li>\n<li><a style=\"color: inherit; transition-duration: 0.2s; transition-timing-function: linear; transition-property: all; font-weight: bold;\">Finite element formulation for 2D plane stress\/strain problem :&nbsp;<\/a>Basic equations; derivation of stiffness matrix for a 2D plane stress\/strain elements: constant strain triangular (CST) element, bi-linear rectangular element, isoperimetric formulation and 4-node quadrilateral element, and higher-order elements; equivalent nodal forces; Gauss quadrature numerical integration and Gauss points, convergence criteria, discretization error and convergence rate<\/li>\n<li><a style=\"color: inherit; transition-duration: 0.2s; transition-timing-function: linear; transition-property: all; font-weight: bold;\">Introduction to general purpose finite element programs :<\/a>&nbsp;Pre-processor, input data, graphic interfaces, mesh generation, renumbering for efficiency, processors, storage schemes, post-processors, output devices, graphic support, refining the solution, use of finite element methods in CAD\/CAE, applications of general purpose finite element programs<\/li>\n<\/ol>\n<\/div>\n<\/td>\n<\/tr>\n<\/tbody>\n<thead style=\"text-align: center; background-color: #343a40;\">\n<tr style=\"color: rgba(255,255,255,0.85);\">\n<th style=\"text-align: left;\">Recommended Texts<\/th>\n<\/tr>\n<\/thead>\n<tbody>\n<tr>\n<td>\n<div>\n<ol style=\"margin-bottom: 1rem; color: #212529; font-family: -apple-system, BlinkMacSystemFont, 'Segoe UI', Roboto, 'Helvetica Neue', Arial, sans-serif, 'Apple Color Emoji', 'Segoe UI Emoji', 'Segoe UI Symbol'; font-size: 16px;\">\n<li>Logan, D 2007, First Course in Finite Element Method, 4th edn, Nelson Engineering.<\/li>\n<li>Desai, C 2005, Introduction to the Finite Element Method, 1st edn, CBS Publisher.<\/li>\n<li>Weaver, W and Gere, JM 2004, Matrix Analysis of Framed Structures, 2nd edn, Springer.<\/li>\n<\/ol>\n<\/div>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<div>\n<table>\n<thead style=\"text-align: center; background-color: #343a40;\">\n<tr style=\"color: rgba(255,255,255,0.85);\">\n<th width=\"30%\">Time Allocation<\/th>\n<th width=\"10%\">Hours<\/th>\n<\/tr>\n<\/thead>\n<tbody style=\"text-align: center;\">\n<tr>\n<td style=\"text-align: left;\">Lectures<\/td>\n<td>36<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: left;\">Tutorials<\/td>\n<td>04<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: left;\"><span style=\"color: #212529; font-family: -apple-system, BlinkMacSystemFont, Segoe UI, Roboto, Helvetica Neue, Arial, sans-serif, Apple Color Emoji, Segoe UI Emoji, Segoe UI Symbol;\"><span style=\"font-size: 16px;\">Practical<\/span><\/span><\/td>\n<td>&#8211;<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: left;\">Assignments<\/td>\n<td>10<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\n<div>&nbsp;<\/div>\n<div>\n<table>\n<thead style=\"text-align: center; background-color: #343a40;\">\n<tr style=\"color: rgba(255,255,255,0.85);\">\n<th width=\"30%\">Assessment<\/th>\n<th width=\"10%\">Percentage Marks<\/th>\n<\/tr>\n<\/thead>\n<tbody style=\"text-align: center;\">\n<tr>\n<td style=\"text-align: left;\">In-course<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: left;\"><span style=\"color: #212529; font-family: -apple-system, BlinkMacSystemFont, 'Segoe UI', Roboto, 'Helvetica Neue', Arial, sans-serif, 'Apple Color Emoji', 'Segoe UI Emoji', 'Segoe UI Symbol'; font-size: 16px;\">Assignments\/Quizzes<\/span><\/td>\n<td>20<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: left;\">Mid Semester Examination<\/td>\n<td>30<\/td>\n<\/tr>\n<tr>\n<td style=\"text-align: left;\"><strong>End-semester<\/strong><\/td>\n<td>50<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/div>\t\t\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t","protected":false},"excerpt":{"rendered":"<p>Finite Element Methods in Solid Mechanics- CE307 Credits : 3 Prerequisites :&nbsp;CE201 Compulsory\/Optional : Compulsory Aim(s) To introduce approximate methods used in analysing civil engineering problems. Intended Learning Outcomes On successful completion of the course, the students should be able &hellip; <\/p>\n","protected":false},"author":3,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-20846","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/eng.pdn.ac.lk\/civileng\/wp-json\/wp\/v2\/pages\/20846","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/eng.pdn.ac.lk\/civileng\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/eng.pdn.ac.lk\/civileng\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/eng.pdn.ac.lk\/civileng\/wp-json\/wp\/v2\/users\/3"}],"replies":[{"embeddable":true,"href":"https:\/\/eng.pdn.ac.lk\/civileng\/wp-json\/wp\/v2\/comments?post=20846"}],"version-history":[{"count":0,"href":"https:\/\/eng.pdn.ac.lk\/civileng\/wp-json\/wp\/v2\/pages\/20846\/revisions"}],"wp:attachment":[{"href":"https:\/\/eng.pdn.ac.lk\/civileng\/wp-json\/wp\/v2\/media?parent=20846"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}