[et_pb_section fb_built=“1″ fullwidth=“on“ admin_label=“Page Header“ _builder_version=“3.22″ background_image=“http:\/\/test.laborsl.de\/wp-content\/uploads\/2019\/09\/business-16.jpg“ parallax=“on“][et_pb_fullwidth_header title=“Abgeschlossene Forschungsprojekte“ text_orientation=“center“ admin_label=“Hero Section“ _builder_version=“3.27.4″ title_font=“Montserrat|on|||“ title_font_size=“60px“ title_line_height=“1.4em“ content_font_size=“22px“ content_line_height=“1.8em“ subhead_font=“||||“ background_color=“rgba(255, 255, 255, 0)“ custom_button_one=“on“ button_one_text_size=“16px“ button_one_bg_color=“#6eba01″ button_one_border_width=“2px“ button_one_border_color=“#6eba01″ button_one_border_radius=“0″ button_one_letter_spacing=“2″ button_one_font=“Montserrat|||on|“ button_one_use_icon=“off“ custom_button_two=“on“ button_two_text_size=“16px“ button_two_border_width=“2px“ button_two_border_color=“#ffffff“ button_two_border_radius=“0″ button_two_letter_spacing=“2″ button_two_font=“Montserrat|||on|“ button_two_use_icon=“off“ module_alignment=“left“ animation_style=“fade“ button_one_text_color_hover=“#6eba01″ button_two_text_color_hover=“#6eba01″ button_one_border_color_hover=“#ffffff“ button_two_border_color_hover=“#ffffff“ button_one_border_radius_hover=“0″ button_two_border_radius_hover=“0″ button_one_letter_spacing_hover=“2″ button_two_letter_spacing_hover=“2″ button_one_bg_color_hover=“#ffffff“ button_two_bg_color_hover=“#ffffff“ button_one_text_size__hover_enabled=“off“ button_two_text_size__hover_enabled=“off“ button_one_text_color__hover_enabled=“on“ button_one_text_color__hover=“#6eba01″ button_two_text_color__hover_enabled=“on“ button_two_text_color__hover=“#6eba01″ button_one_border_width__hover_enabled=“off“ button_two_border_width__hover_enabled=“off“ button_one_border_color__hover_enabled=“on“ button_one_border_color__hover=“#ffffff“ button_two_border_color__hover_enabled=“on“ button_two_border_color__hover=“#ffffff“ button_one_border_radius__hover_enabled=“on“ button_one_border_radius__hover=“0″ button_two_border_radius__hover_enabled=“on“ button_two_border_radius__hover=“0″ button_one_letter_spacing__hover_enabled=“on“ button_one_letter_spacing__hover=“2″ button_two_letter_spacing__hover_enabled=“on“ button_two_letter_spacing__hover=“2″ button_one_bg_color__hover_enabled=“on“ button_one_bg_color__hover=“#ffffff“ button_two_bg_color__hover_enabled=“on“ button_two_bg_color__hover=“#ffffff“][\/et_pb_fullwidth_header][\/et_pb_section][et_pb_section fb_built=“1″ admin_label=“Projects“ _builder_version=“3.22″ custom_padding=“90px||90px|“][et_pb_row column_structure=“1_2,1_2″ _builder_version=“3.25″ background_size=“initial“ background_position=“top_left“ background_repeat=“repeat“ custom_padding=“45px|||“ locked=“off“][et_pb_column type=“1_2″ _builder_version=“3.25″ custom_padding=“|||“ custom_padding__hover=“|||“][et_pb_blurb title=“SentryGlas\u00ae Plus“ image=“http:\/\/test.laborsl.de\/wp-content\/uploads\/2020\/05\/lsl_sonstiges_03.jpg“ admin_label=“Project“ _builder_version=“4.4.6″ header_font=“Montserrat||||“ header_font_size=“24px“ header_line_height=“1.3em“ body_font_size=“16px“ body_line_height=“1.8em“ background_size=“initial“ background_position=“top_left“ background_repeat=“repeat“ animation_style=“fold“ animation_direction=“bottom“ animation_intensity_fold=“10%“ hover_enabled=“0″ title_text=“lsl_sonstiges_03″]<\/p>\n
Trag- und Resttragf\u00e4higkeitsuntersuchungen an Verbundglas mit der Zwischenlage „SentryGlas\u00ae<\/span> Plus“<\/p>\n AIF-Forschungsprogramm FKZ 170 02 03, 2003<\/p>\n [\/et_pb_blurb][\/et_pb_column][et_pb_column type=“1_2″ _builder_version=“3.25″ custom_padding=“|||“ custom_padding__hover=“|||“][et_pb_blurb title=“Verbundsicherheitsglas“ url=“#“ image=“http:\/\/test.laborsl.de\/wp-content\/uploads\/2020\/05\/lsl_sonstiges_10.jpg“ admin_label=“Project“ _builder_version=“4.4.6″ header_font=“Montserrat||||“ header_font_size=“24px“ header_line_height=“1.3em“ body_font_size=“16px“ body_line_height=“1.8em“ background_size=“initial“ background_position=“top_left“ background_repeat=“repeat“ animation_style=“fold“ animation_direction=“bottom“ animation_delay=“100ms“ animation_intensity_fold=“10%“ hover_enabled=“0″ locked=“off“ title_text=“lsl_sonstiges_10″]<\/p>\n Tragverhalten von Verbundsicherheitsglas<\/p>\n DFG-Forschungsprogramm, mit TUM-Prof. Albrecht 2005<\/p>\n [\/et_pb_blurb][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=“1_2,1_2″ _builder_version=“4.4.2″ background_size=“initial“ background_position=“top_left“ background_repeat=“repeat“ custom_padding=“45px|||“ locked=“off“][et_pb_column type=“1_2″ _builder_version=“3.25″ custom_padding=“|||“ custom_padding__hover=“|||“][et_pb_blurb title=“Schubmodulermittlung“ url=“#“ image=“http:\/\/test.laborsl.de\/wp-content\/uploads\/2020\/05\/lsl_sonstiges_01.jpg“ admin_label=“Project“ _builder_version=“4.4.6″ header_font=“Montserrat||||“ header_font_size=“24px“ header_line_height=“1.3em“ body_font_size=“16px“ body_line_height=“1.8em“ background_size=“initial“ background_position=“top_left“ background_repeat=“repeat“ animation_style=“fold“ animation_direction=“bottom“ animation_delay=“100ms“ animation_intensity_fold=“10%“ hover_enabled=“0″ locked=“off“ title_text=“lsl_sonstiges_01″]<\/p>\n Ermittlung des Schubmoduls von Verbundsicherheitsglaselementen mit PVB-Folie verschiedener Hersteller mit Ber\u00fccksichtigung der Dauerhaftigkeit unter Dauerbelastung, UV-Strahlung und Feuchtigkeit.<\/p>\n DFG-Forschungsprogramm mit TUM-Prof. Albrecht, 2007 [\/et_pb_blurb][\/et_pb_column][et_pb_column type=“1_2″ _builder_version=“3.25″ custom_padding=“|||“ custom_padding__hover=“|||“][et_pb_blurb title=“Dickwandige Gurte“ url=“#“ image=“http:\/\/test.laborsl.de\/wp-content\/uploads\/2020\/05\/lsl_sonstiges_07.jpg“ admin_label=“Project“ _builder_version=“4.4.6″ header_font=“Montserrat||||“ header_font_size=“24px“ header_line_height=“1.3em“ body_font_size=“16px“ body_line_height=“1.8em“ background_size=“initial“ background_position=“top_left“ background_repeat=“repeat“ animation_style=“fold“ animation_direction=“bottom“ animation_intensity_fold=“10%“ hover_enabled=“0″ title_text=“lsl_sonstiges_07″]<\/p>\n Erm\u00fcdungsgerechte Fachwerke aus Rundhohlprofilen mit dickwandingen Gurten.<\/p>\n FOSTA-AIF-Projekt P815, 2014 [\/et_pb_blurb][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=“1_2,1_2″ _builder_version=“3.25″ background_size=“initial“ background_position=“top_left“ background_repeat=“repeat“ custom_padding=“45px|||“ locked=“off“][et_pb_column type=“1_2″ _builder_version=“3.25″ custom_padding=“|||“ custom_padding__hover=“|||“][et_pb_blurb title=“Malusfaktoren“ url=“#“ image=“http:\/\/test.laborsl.de\/wp-content\/uploads\/2020\/05\/lsl_sonstiges_06.jpg“ admin_label=“Project“ _builder_version=“4.4.6″ header_font=“Montserrat||||“ header_font_size=“24px“ header_line_height=“1.3em“ body_font_size=“16px“ body_line_height=“1.8em“ background_size=“initial“ background_position=“top_left“ background_repeat=“repeat“ animation_style=“fold“ animation_direction=“bottom“ animation_delay=“100ms“ animation_intensity_fold=“10%“ hover_enabled=“0″ locked=“off“ title_text=“lsl_sonstiges_06″]<\/p>\n Malusfaktoren: \u00dcberpr\u00fcfung und Korrekturen der Abminderungsbeiwerte nach Eurocode 3 f\u00fcr Hohlprofilverbindungen aus Werkstoffen mit Streckgrenzen zwischen 355 Mpa und 690 Mpa<\/p>\n FOSTA-AIF-Projekt P715, 2014<\/p>\n [\/et_pb_blurb][\/et_pb_column][et_pb_column type=“1_2″ _builder_version=“3.25″ custom_padding=“|||“ custom_padding__hover=“|||“][et_pb_blurb title=“Gebogenes Glas“ url=“#“ image=“http:\/\/test.laborsl.de\/wp-content\/uploads\/2020\/05\/lsl_sonstiges_04.jpg“ admin_label=“Project“ _builder_version=“4.4.6″ header_font=“Montserrat||||“ header_font_size=“24px“ header_line_height=“1.3em“ body_font_size=“16px“ body_line_height=“1.8em“ background_size=“initial“ background_position=“top_left“ background_repeat=“repeat“ animation_style=“fold“ animation_direction=“bottom“ animation_intensity_fold=“10%“ hover_enabled=“0″ title_text=“lsl_sonstiges_04″]<\/p>\n Produzierbare und pr\u00fcfbare Erh\u00f6hung der Qualit\u00e4t und damit der Leistungsf\u00e4higkeit themisch vorgespannter gebogener Gl\u00e4ser.<\/p>\n AIF-ZIM, 2010<\/p>\n [\/et_pb_blurb][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=“1_2,1_2″ _builder_version=“3.25″ background_size=“initial“ background_position=“top_left“ background_repeat=“repeat“ custom_padding=“45px|||“ locked=“off“][et_pb_column type=“1_2″ _builder_version=“3.25″ custom_padding=“|||“ custom_padding__hover=“|||“][et_pb_blurb title=“SEGES“ url=“#“ image=“http:\/\/test.laborsl.de\/wp-content\/uploads\/2020\/05\/lsl_sonstiges_08.jpg“ admin_label=“Project“ _builder_version=“4.4.6″ header_font=“Montserrat||||“ header_font_size=“24px“ header_line_height=“1.3em“ body_font_size=“16px“ body_line_height=“1.8em“ background_size=“initial“ background_position=“top_left“ background_repeat=“repeat“ animation_style=“fold“ animation_direction=“bottom“ animation_delay=“100ms“ animation_intensity_fold=“10%“ hover_enabled=“0″ locked=“off“ title_text=“lsl_sonstiges_08″]<\/p>\n Schallschutzelemente aus Glas an Eisenbahnstrecken<\/p>\n AIF-ZIM [\/et_pb_blurb][\/et_pb_column][et_pb_column type=“1_2″ _builder_version=“3.25″ custom_padding=“|||“ custom_padding__hover=“|||“][et_pb_blurb title=“LAKKI“ url=“#“ image=“http:\/\/test.laborsl.de\/wp-content\/uploads\/2020\/05\/lsl_sonstiges_02.jpg“ admin_label=“Project“ _builder_version=“4.4.6″ header_font=“Montserrat||||“ header_font_size=“24px“ header_line_height=“1.3em“ body_font_size=“16px“ body_line_height=“1.8em“ background_size=“initial“ background_position=“top_left“ background_repeat=“repeat“ animation_style=“fold“ animation_direction=“bottom“ animation_intensity_fold=“10%“ hover_enabled=“0″ title_text=“lsl_sonstiges_02″]<\/p>\n Lasttragende Klebverbindungen im konstruktiven Ingenieurbau<\/p>\n AIF-IFG-FOSTA<\/p>\n [\/et_pb_blurb][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=“1_2,1_2″ _builder_version=“3.25″ background_size=“initial“ background_position=“top_left“ background_repeat=“repeat“ custom_padding=“45px|||“ locked=“off“][et_pb_column type=“1_2″ _builder_version=“3.25″ custom_padding=“|||“ custom_padding__hover=“|||“][et_pb_blurb title=“KRASP“ url=“#“ image=“http:\/\/test.laborsl.de\/wp-content\/uploads\/2020\/05\/lsl_sonstiges_03.jpg“ admin_label=“Project“ _builder_version=“4.4.6″ header_font=“Montserrat||||“ header_font_size=“24px“ header_line_height=“1.3em“ body_font_size=“16px“ body_line_height=“1.8em“ background_size=“initial“ background_position=“top_left“ background_repeat=“repeat“ animation_style=“fold“ animation_direction=“bottom“ animation_intensity_fold=“10%“ hover_enabled=“0″ title_text=“lsl_sonstiges_03″]<\/p>\n Kranzspezifische Kabf\u00e4lle FOSTA-AIF-Projekt\u00a0 2014<\/p>\n [\/et_pb_blurb][\/et_pb_column][et_pb_column type=“1_2″ _builder_version=“3.25″ custom_padding=“|||“ custom_padding__hover=“|||“][et_pb_blurb title=“Ferrostahl“ url=“#“ image=“http:\/\/test.laborsl.de\/wp-content\/uploads\/2020\/05\/lsl_sonstiges_07.jpg“ admin_label=“Project“ _builder_version=“4.4.6″ header_font=“Montserrat||||“ header_font_size=“24px“ header_line_height=“1.3em“ body_font_size=“16px“ body_line_height=“1.8em“ background_size=“initial“ background_position=“top_left“ background_repeat=“repeat“ animation_style=“fold“ animation_direction=“bottom“ animation_delay=“100ms“ animation_intensity_fold=“10%“ hover_enabled=“0″ locked=“off“ title_text=“lsl_sonstiges_07″]<\/p>\n Fertigungsoptimierung geschwei\u00dft, wechselnd beanspruchten Stahlbaukonstruktionen<\/p>\n FROSTA-AIF-Projekt<\/p>\n [\/et_pb_blurb][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=“1_2,1_2″ _builder_version=“3.25″ background_size=“initial“ background_position=“top_left“ background_repeat=“repeat“ custom_padding=“45px|||“ locked=“off“][et_pb_column type=“1_2″ _builder_version=“3.25″ custom_padding=“|||“ custom_padding__hover=“|||“][et_pb_blurb title=“Tehoss“ url=“#“ image=“http:\/\/test.laborsl.de\/wp-content\/uploads\/2020\/05\/lsl_sonstiges_10.jpg“ admin_label=“Project“ _builder_version=“4.4.6″ header_font=“Montserrat||||“ header_font_size=“24px“ header_line_height=“1.3em“ body_font_size=“16px“ body_line_height=“1.8em“ background_size=“initial“ background_position=“top_left“ background_repeat=“repeat“ animation_style=“fold“ animation_direction=“bottom“ animation_intensity_fold=“10%“ hover_enabled=“0″ title_text=“lsl_sonstiges_10″]<\/p>\n Tragf\u00e4higkeit und Erm\u00fcdungsverhalten von hochfesten Strahlgu\u00df und Stahlhohlprofil-Verbindungen<\/p>\n ZIM-Projekt mit Fa. Wegscheid und Koroh, 2015<\/p>\n [\/et_pb_blurb][\/et_pb_column][et_pb_column type=“1_2″ _builder_version=“3.25″ custom_padding=“|||“ custom_padding__hover=“|||“][et_pb_blurb title=“APU-Punkthalter“ url=“#“ image=“http:\/\/test.laborsl.de\/wp-content\/uploads\/2019\/09\/DSC03238.jpg“ admin_label=“Project“ _builder_version=“4.4.6″ header_font=“Montserrat||||“ header_font_size=“24px“ header_line_height=“1.3em“ body_font_size=“16px“ body_line_height=“1.8em“ background_size=“initial“ background_position=“top_left“ background_repeat=“repeat“ animation_style=“fold“ animation_direction=“bottom“ animation_delay=“100ms“ animation_intensity_fold=“10%“ hover_enabled=“0″ locked=“off“ title_text=“DSC03238″]<\/p>\n Adh\u00f6sive Glas-Metall-Verbindungen zur Anbindung von Punkthaltern an Glaselemente, 2013<\/p>\n AIF-ZIM-Projekt<\/p>\n [\/et_pb_blurb][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=“1_2,1_2″ _builder_version=“3.25″ background_size=“initial“ background_position=“top_left“ background_repeat=“repeat“ custom_padding=“45px|||“ locked=“off“][et_pb_column type=“1_2″ _builder_version=“3.25″ custom_padding=“|||“ custom_padding__hover=“|||“][et_pb_blurb title=“WEST“ url=“#“ image=“http:\/\/test.laborsl.de\/wp-content\/uploads\/2020\/05\/lsl_sonstiges_01.jpg“ admin_label=“Project“ _builder_version=“4.4.6″ header_font=“Montserrat||||“ header_font_size=“24px“ header_line_height=“1.3em“ body_font_size=“16px“ body_line_height=“1.8em“ background_size=“initial“ background_position=“top_left“ background_repeat=“repeat“ animation_style=“fold“ animation_direction=“bottom“ animation_intensity_fold=“10%“ hover_enabled=“0″ title_text=“lsl_sonstiges_01″]<\/p>\n \u00a0Werkstoffgerechte strukturelle Verbindungstechnik f\u00fcr energieeffiziente Fassadenelemente.<\/p>\n AIF – FHprofUnt<\/p>\n [\/et_pb_blurb][\/et_pb_column][et_pb_column type=“1_2″ _builder_version=“3.25″ custom_padding=“|||“ custom_padding__hover=“|||“][et_pb_blurb title=“EAST“ url=“#“ image=“http:\/\/test.laborsl.de\/wp-content\/uploads\/2020\/05\/lsl_sonstiges_06.jpg“ admin_label=“Project“ _builder_version=“4.4.6″ header_font=“Montserrat||||“ header_font_size=“24px“ header_line_height=“1.3em“ body_font_size=“16px“ body_line_height=“1.8em“ background_size=“initial“ background_position=“top_left“ background_repeat=“repeat“ animation_style=“fold“ animation_direction=“bottom“ animation_delay=“100ms“ animation_intensity_fold=“10%“ hover_enabled=“0″ locked=“off“ title_text=“lsl_sonstiges_06″]<\/p>\n Gemeinsam mit UNI Karlsruhe<\/p>\n [\/et_pb_blurb][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=“1_2,1_2″ _builder_version=“3.25″ background_size=“initial“ background_position=“top_left“ background_repeat=“repeat“ custom_padding=“45px|||“ locked=“off“][et_pb_column type=“1_2″ _builder_version=“3.25″ custom_padding=“|||“ custom_padding__hover=“|||“][et_pb_blurb title=“KLEBSTREB“ url=“#“ image=“http:\/\/test.laborsl.de\/wp-content\/uploads\/2020\/05\/lsl_sonstiges_08.jpg“ admin_label=“Project“ _builder_version=“4.4.6″ header_font=“Montserrat||||“ header_font_size=“24px“ header_line_height=“1.3em“ body_font_size=“16px“ body_line_height=“1.8em“ background_size=“initial“ background_position=“top_left“ background_repeat=“repeat“ animation_style=“fold“ animation_direction=“bottom“ animation_intensity_fold=“10%“ hover_enabled=“0″ title_text=“lsl_sonstiges_08″]<\/p>\n Geklebte Strebenanschl\u00fcsse am Beispiel von Windenergieanlagen im Offshore-Bereich<\/p>\n Gemeinsam mit UNI Karlsruhe und IFAM, 2015<\/p>\n [\/et_pb_blurb][\/et_pb_column][et_pb_column type=“1_2″ _builder_version=“3.25″ custom_padding=“|||“ custom_padding__hover=“|||“][et_pb_blurb title=“Structural Glazing (SG)“ url=“#“ image=“http:\/\/test.laborsl.de\/wp-content\/uploads\/2020\/05\/lsl_sonstiges_02.jpg“ admin_label=“Project“ _builder_version=“4.4.6″ header_font=“Montserrat||||“ header_font_size=“24px“ header_line_height=“1.3em“ body_font_size=“16px“ body_line_height=“1.8em“ background_size=“initial“ background_position=“top_left“ background_repeat=“repeat“ animation_style=“fold“ animation_direction=“bottom“ animation_delay=“100ms“ animation_intensity_fold=“10%“ hover_enabled=“0″ locked=“off“ title_text=“lsl_sonstiges_02″]<\/p>\n Systematische Untersuchungen des Trag- und Versagensverhaltens von geklebten Stahl-Glas-Verbindungen<\/p>\n AIF-FOSTA-Projekt 2014<\/p>\n [\/et_pb_blurb][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=“1_2,1_2″ _builder_version=“3.25″ background_size=“initial“ background_position=“top_left“ background_repeat=“repeat“ custom_padding=“45px|||“ locked=“off“][et_pb_column type=“1_2″ _builder_version=“3.25″ custom_padding=“|||“ custom_padding__hover=“|||“][et_pb_blurb title=“LIN-LANG“ url=“#“ image=“http:\/\/test.laborsl.de\/wp-content\/uploads\/2020\/05\/lsl_sonstiges_07.jpg“ admin_label=“Project“ _builder_version=“4.4.6″ header_font=“Montserrat||||“ header_font_size=“24px“ header_line_height=“1.3em“ body_font_size=“16px“ body_line_height=“1.8em“ background_size=“initial“ background_position=“top_left“ background_repeat=“repeat“ animation_style=“fold“ animation_direction=“bottom“ animation_intensity_fold=“10%“ hover_enabled=“0″ title_text=“lsl_sonstiges_07″]<\/p>\n Neuartiges freitragendes Haltungssystem f\u00fcr Glas… im konstruktiven Glasbau unter Verwendung von Polym…stoffen ….<\/p>\n ZIM-Projekt mit Fa. Trumpf, 2015<\/p>\n [\/et_pb_blurb][\/et_pb_column][et_pb_column type=“1_2″ _builder_version=“3.25″ custom_padding=“|||“ custom_padding__hover=“|||“][et_pb_blurb title=“BLAST“ url=“#“ image=“http:\/\/test.laborsl.de\/wp-content\/uploads\/2020\/05\/lsl_sonstiges_04.jpg“ admin_label=“Project“ _builder_version=“4.4.6″ header_font=“Montserrat||||“ header_font_size=“24px“ header_line_height=“1.3em“ body_font_size=“16px“ body_line_height=“1.8em“ background_size=“initial“ background_position=“top_left“ background_repeat=“repeat“ animation_style=“fold“ animation_direction=“bottom“ animation_delay=“100ms“ animation_intensity_fold=“10%“ hover_enabled=“0″ locked=“off“ title_text=“lsl_sonstiges_04″]<\/p>\n Explosionshemmende Glasfassaden – Parameteridentifikiation aus Bauteilversuchen an Glasfassadenwerkstoffen und -t\u00fcren bzw -toren unter Sprengeinwirkung als Grundlage f\u00fcr FE-Simulation.<\/p>\n DFG-Projekt<\/p>\n [\/et_pb_blurb][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=“1_2,1_2″ _builder_version=“3.25″ background_size=“initial“ background_position=“top_left“ background_repeat=“repeat“ custom_padding=“45px|||“ locked=“off“][et_pb_column type=“1_2″ _builder_version=“3.25″ custom_padding=“|||“ custom_padding__hover=“|||“][et_pb_blurb title=“Anisotropie“ url=“#“ image=“http:\/\/test.laborsl.de\/wp-content\/uploads\/2020\/05\/lsl_sonstiges_10.jpg“ admin_label=“Project“ _builder_version=“4.4.6″ header_font=“Montserrat||||“ header_font_size=“24px“ header_line_height=“1.3em“ body_font_size=“16px“ body_line_height=“1.8em“ background_size=“initial“ background_position=“top_left“ background_repeat=“repeat“ animation_style=“fold“ animation_direction=“bottom“ animation_intensity_fold=“10%“ hover_enabled=“0″ title_text=“lsl_sonstiges_10″]<\/p>\n ZIM-Projekt<\/p>\n [\/et_pb_blurb][\/et_pb_column][et_pb_column type=“1_2″ _builder_version=“3.25″ custom_padding=“|||“ custom_padding__hover=“|||“][et_pb_blurb title=“Verfahren zur Glash\u00e4rtung“ url=“#“ image=“http:\/\/test.laborsl.de\/wp-content\/uploads\/2020\/05\/Bild_Glashaertung_1_LSL.jpg“ admin_label=“Project“ _builder_version=“4.4.6″ header_font=“Montserrat||||“ header_font_size=“24px“ header_line_height=“1.3em“ body_font_size=“16px“ body_line_height=“1.8em“ background_size=“initial“ background_position=“top_left“ background_repeat=“repeat“ animation_style=“fold“ animation_direction=“bottom“ animation_delay=“100ms“ animation_intensity_fold=“10%“ locked=“off“]<\/p>\n Entwicklung eines sicher reproduzierbaren industriellen Verfahrens zur Glash\u00e4rtung mit definierten und messbaren Vorspannungsprofilen zur Anwendung in verschiedenen Bereichen<\/p>\n ZIM mit 4 Industriebetrieben<\/p>\n [\/et_pb_blurb][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=“1_2,1_2″ _builder_version=“3.25″ background_size=“initial“ background_position=“top_left“ background_repeat=“repeat“ custom_padding=“45px|||“ locked=“off“][et_pb_column type=“1_2″ _builder_version=“3.25″ custom_padding=“|||“ custom_padding__hover=“|||“][et_pb_blurb title=“NEBS“ url=“#“ image=“http:\/\/test.laborsl.de\/wp-content\/uploads\/2020\/05\/lsl_sonstiges_05.jpg“ admin_label=“Project“ _builder_version=“4.4.6″ header_font=“Montserrat||||“ header_font_size=“24px“ header_line_height=“1.3em“ body_font_size=“16px“ body_line_height=“1.8em“ background_size=“initial“ background_position=“top_left“ background_repeat=“repeat“ animation_style=“fold“ animation_direction=“bottom“ animation_intensity_fold=“10%“ hover_enabled=“0″ title_text=“lsl_sonstiges_05″]<\/p>\n Neuentwicklung der Elementbauweise f\u00fcr B\u00fcrogeb\u00e4ude in Stahlleichtbauweise<\/p>\n AIF-ZIM mit Fa. Gib-Lindner, 2013<\/p>\n [\/et_pb_blurb][\/et_pb_column][et_pb_column type=“1_2″ _builder_version=“3.25″ custom_padding=“|||“ custom_padding__hover=“|||“][et_pb_blurb title=“Titel 22″ url=“#“ image=“http:\/\/test.laborsl.de\/wp-content\/uploads\/2020\/05\/lsl_sonstiges_01.jpg“ admin_label=“Project“ _builder_version=“4.4.6″ header_font=“Montserrat||||“ header_font_size=“24px“ header_line_height=“1.3em“ body_font_size=“16px“ body_line_height=“1.8em“ background_size=“initial“ background_position=“top_left“ background_repeat=“repeat“ animation_style=“fold“ animation_direction=“bottom“ animation_delay=“100ms“ animation_intensity_fold=“10%“ hover_enabled=“0″ locked=“off“ title_text=“lsl_sonstiges_01″]<\/p>\n Erm\u00fcdungsverhalten, dickwandinge ??<\/p>\n FOSTA-AIF Prof. P… [\/et_pb_blurb][\/et_pb_column][\/et_pb_row][et_pb_row column_structure=“1_2,1_2″ _builder_version=“3.25″ background_size=“initial“ background_position=“top_left“ background_repeat=“repeat“ custom_padding=“45px|||“ locked=“off“][et_pb_column type=“1_2″ _builder_version=“3.25″ custom_padding=“|||“ custom_padding__hover=“|||“][et_pb_blurb title=“GESTEK“ url=“#“ image=“http:\/\/test.laborsl.de\/wp-content\/uploads\/2020\/05\/lsl_sonstiges_06.jpg“ admin_label=“Project“ _builder_version=“4.4.6″ header_font=“Montserrat||||“ header_font_size=“24px“ header_line_height=“1.3em“ body_font_size=“16px“ body_line_height=“1.8em“ background_size=“initial“ background_position=“top_left“ background_repeat=“repeat“ animation_style=“fold“ animation_direction=“bottom“ animation_intensity_fold=“10%“ hover_enabled=“0″ title_text=“lsl_sonstiges_06″]<\/p>\n Neuartige gro\u00dffl\u00e4chige Verst\u00e4rkung von Infrastrukturbauwerken durch Einsatz der Klebetechnik<\/p>\n ZIM-Projekt mit Metallbau Pfitzner<\/p>\n [\/et_pb_blurb][\/et_pb_column][et_pb_column type=“1_2″ _builder_version=“3.25″ custom_padding=“|||“ custom_padding__hover=“|||“][et_pb_blurb title=“SSG“ url=“#“ image=“http:\/\/test.laborsl.de\/wp-content\/uploads\/2020\/05\/lsl_sonstiges_10.jpg“ admin_label=“Project“ _builder_version=“4.4.6″ header_font=“Montserrat||||“ header_font_size=“24px“ header_line_height=“1.3em“ body_font_size=“16px“ body_line_height=“1.8em“ background_size=“initial“ background_position=“top_left“ background_repeat=“repeat“ animation_style=“fold“ animation_direction=“bottom“ animation_delay=“100ms“ animation_intensity_fold=“10%“ hover_enabled=“0″ locked=“off“ title_text=“lsl_sonstiges_10″]<\/p>\n Geklebte Stahl-Stahlgu\u00df Verbindungen an Beispiel von … von Rundhohlprofilkonstruktionen;<\/p>\n FOSTA und Uni Karlsruhe<\/p>\n [\/et_pb_blurb][\/et_pb_column][\/et_pb_row][\/et_pb_section]<\/p>\n","protected":false},"excerpt":{"rendered":" Trag- und Resttragf\u00e4higkeitsuntersuchungen an Verbundglas mit der Zwischenlage „SentryGlas\u00ae Plus“ AIF-Forschungsprogramm FKZ 170 02 03, 2003Tragverhalten von Verbundsicherheitsglas DFG-Forschungsprogramm, mit TUM-Prof. Albrecht 2005Ermittlung des Schubmoduls von Verbundsicherheitsglaselementen mit PVB-Folie verschiedener Hersteller mit Ber\u00fccksichtigung der Dauerhaftigkeit unter Dauerbelastung, UV-Strahlung und Feuchtigkeit. DFG-Forschungsprogramm mit TUM-Prof. Albrecht, 2007 Bu 410\/3-2 Erm\u00fcdungsgerechte Fachwerke aus Rundhohlprofilen mit dickwandingen Gurten. FOSTA-AIF-Projekt […]<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":57,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_et_pb_use_builder":"on","_et_pb_old_content":"","_et_gb_content_width":"","footnotes":""},"class_list":["post-178","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/www.laborsl.de\/index.php?rest_route=\/wp\/v2\/pages\/178","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.laborsl.de\/index.php?rest_route=\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/www.laborsl.de\/index.php?rest_route=\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/www.laborsl.de\/index.php?rest_route=\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.laborsl.de\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=178"}],"version-history":[{"count":14,"href":"https:\/\/www.laborsl.de\/index.php?rest_route=\/wp\/v2\/pages\/178\/revisions"}],"predecessor-version":[{"id":842,"href":"https:\/\/www.laborsl.de\/index.php?rest_route=\/wp\/v2\/pages\/178\/revisions\/842"}],"up":[{"embeddable":true,"href":"https:\/\/www.laborsl.de\/index.php?rest_route=\/wp\/v2\/pages\/57"}],"wp:attachment":[{"href":"https:\/\/www.laborsl.de\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=178"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}
Bu 410\/3-2<\/p>\n
Gemeinsam mit Uni Stuttgart, Uni BW & SLV Halle<\/p>\n
Gemeinsam mit Uni BW, RWTH Aachen und Industrievertreter<\/p>\n
Vergleich EC3 – Teil 1.9. mit EN13001 – Teil 3-1<\/p>\n
Gemeinsam mit Uni Stuttgart + SIV-Halle<\/p>\n