{"id":{"repo_id":"vt","oai_identifier":"oai:vtechworks.lib.vt.edu:10919/76128"},"canonical_url":"https://search.dev.ndltd.org/etd/vt/oai:vtechworks.lib.vt.edu:10919/76128","repository":{"repo_id":"vt","name":"Virginia Tech","base_url":"https://vtechworks.lib.vt.edu/oai/request"},"display":{"title":"An investigation of ferro-cement","abstract":"In this study the properties of ferro-cement are investigated. Ferro-cement is a kind of reinforced concrete differing from normal reinforced concrete in that cement mortar and fine steel reinforcement are used rather than aggregate concrete and bar reinforcement. Concrete consistency and three kinds of reinforcement are taken as the parameters which affect the properties of the ferro-cement, Tests are carried out on beams subjected to bending while varying these parameters. A comparative analysis of the experimental results is made and some analytical explanations are included. It was found that mortar with high cement content and fine mesh reinforcement delayed the crack formations and increased the ultimate load carrying capacities of the beams.","abstract_html":"In this study the properties of ferro-cement are investigated. Ferro-cement is a kind of reinforced concrete differing from normal reinforced concrete in that cement mortar and fine steel reinforcement are used rather than aggregate concrete and bar reinforcement. Concrete consistency and three kinds of reinforcement are taken as the parameters which affect the properties of the ferro-cement, Tests are carried out on beams subjected to bending while varying these parameters. A comparative analysis of the experimental results is made and some analytical explanations are included. It was found that mortar with high cement content and fine mesh reinforcement delayed the crack formations and increased the ultimate load carrying capacities of the beams.","abstract_has_math":false,"creators":["Dincer, Ugur"],"institution":"Virginia Polytechnic Institute","degree_name":"Master of Science","degree_level":"masters","degree_discipline":"Structural Engineering","degree_department":"Structural Engineering","school":null,"contributors":[],"advisors":[],"committee_chairs":[],"committee_members":[],"year":1967,"date_issued":"1967","date_published":"1967","updated_at":"2026-07-22T22:20:00Z","subjects":[],"languages":["en_US"],"rights":["In Copyright"],"rights_urls":["http://rightsstatements.org/vocab/InC/1.0/"],"identifier_entries":[]},"links":{"outbound_url":"http://hdl.handle.net/10919/76128","outbound_label":"Handle","outbound_source":"dc:identifier.uri"},"metadata_groups":[{"id":"people","label":"People","entries":[{"key":"dc:contributor.department","label":"Department","values":["Structural Engineering"]},{"key":"dc:creator","label":"Author","values":["Dincer, Ugur"]}]},{"id":"academic_context","label":"Academic Context","entries":[{"key":"dc:date.accessioned","label":"Dc Date Accessioned","values":["2017-03-10T18:28:49Z"]},{"key":"dc:date.available","label":"Dc Date Available","values":["2017-03-10T18:28:49Z"]},{"key":"dc:date.issued","label":"Date","values":["1967"]},{"key":"dc:publisher","label":"Institution","values":["Virginia Polytechnic Institute"]},{"key":"dc:type","label":"Dc Type","values":["Thesis"]},{"key":"dc:type.dcmitype","label":"Dc Type Dcmitype","values":["Text"]},{"key":"thesis:degree_discipline","label":"Discipline","values":["Structural Engineering"]},{"key":"thesis:degree_level","label":"Degree Level","values":["masters"]},{"key":"thesis:degree_name","label":"Degree Name","values":["Master of Science"]},{"key":"thesis:institution_name","label":"Thesis Institution Name","values":["Virginia Polytechnic Institute"]}]},{"id":"language_rights","label":"Language and Rights","entries":[{"key":"dc:language.iso","label":"Language (ISO)","values":["en_US"]},{"key":"dc:rights","label":"Dc Rights","values":["In Copyright"]},{"key":"dc:rights.uri","label":"Rights URI","values":["http://rightsstatements.org/vocab/InC/1.0/"]}]},{"id":"identifiers","label":"Identifiers","entries":[{"key":"dc:identifier.uri","label":"Identifier URI","values":["http://hdl.handle.net/10919/76128"]}]},{"id":"additional","label":"Additional Metadata","entries":[{"key":"dc:description.abstract","label":"Abstract","values":["In this study the properties of ferro-cement are investigated. Ferro-cement is a kind of reinforced concrete differing from normal reinforced concrete in that cement mortar and fine steel reinforcement are used rather than aggregate concrete and bar reinforcement. Concrete consistency and three kinds of reinforcement are taken as the parameters which affect the properties of the ferro-cement, Tests are carried out on beams subjected to bending while varying these parameters. A comparative analysis of the experimental results is made and some analytical explanations are included. It was found that mortar with high cement content and fine mesh reinforcement delayed the crack formations and increased the ultimate load carrying capacities of the beams."]},{"key":"dc:description.degree","label":"Dc Description Degree","values":["Master of Science"]},{"key":"dc:format.mimetype","label":"Dc Format Mimetype","values":["application/pdf"]},{"key":"dc:title","label":"Title","values":["An investigation of ferro-cement"]}]}],"canonical_facts":{"dc:contributor.department":["Structural Engineering"],"dc:creator":["Dincer, Ugur"],"dc:date.accessioned":["2017-03-10T18:28:49Z"],"dc:date.available":["2017-03-10T18:28:49Z"],"dc:date.issued":["1967"],"dc:description.abstract":["In this study the properties of ferro-cement are investigated. Ferro-cement is a kind of reinforced concrete differing from normal reinforced concrete in that cement mortar and fine steel reinforcement are used rather than aggregate concrete and bar reinforcement. Concrete consistency and three kinds of reinforcement are taken as the parameters which affect the properties of the ferro-cement, Tests are carried out on beams subjected to bending while varying these parameters. A comparative analysis of the experimental results is made and some analytical explanations are included. It was found that mortar with high cement content and fine mesh reinforcement delayed the crack formations and increased the ultimate load carrying capacities of the beams."],"dc:description.degree":["Master of Science"],"dc:format.mimetype":["application/pdf"],"dc:identifier.uri":["http://hdl.handle.net/10919/76128"],"dc:language.iso":["en_US"],"dc:publisher":["Virginia Polytechnic Institute"],"dc:rights":["In Copyright"],"dc:rights.uri":["http://rightsstatements.org/vocab/InC/1.0/"],"dc:title":["An investigation of ferro-cement"],"dc:type":["Thesis"],"dc:type.dcmitype":["Text"],"thesis:degree_discipline":["Structural Engineering"],"thesis:degree_level":["masters"],"thesis:degree_name":["Master of Science"],"thesis:institution_name":["Virginia Polytechnic Institute"]},"updated_at":"2026-07-22T22:20:00Z"}